The document discusses construction equipment, specifically earthmoving equipment. It provides details on various types of earthmoving equipment including tractors, bulldozers, and their components and uses. Tractors can be fitted with tools like blades and buckets to perform earthmoving tasks. Bulldozers have blades attached to push soil and are well-suited for tasks like clearing land, excavating, and grading. The selection of the proper equipment depends on factors like the job conditions and materials being moved.
1. The document discusses site layout, which is a scaled drawing showing relevant construction site features such as entry/exit points, storage areas, temporary services, and contractor offices. It is important for efficient work flow and safety.
2. Key factors in site layout planning include the project nature, construction methods, resource availability, and safety considerations. The layout should optimize space utilization and minimize transport time/costs.
3. A well-planned site layout provides benefits like smooth and economical work, reduced completion time, increased safety and output, and less material waste.
This document provides information on various types of earthmoving construction equipment. It discusses tractors and bulldozers in detail as two key pieces of earthmoving equipment. Tractors can be fitted with different attachments and are used for tasks like land clearing while bulldozers have blades attached to push earth and are used for operations like clearing land, constructing roads, and backfilling. The document emphasizes that proper selection of construction equipment depends on factors like the type of work, site conditions, equipment specifications, and cost considerations.
This document discusses different types of special concrete and factors that affect the durability of concrete. It describes 10 types of special concrete: 1) light weight concrete, 2) polymer modified concrete, 3) fiber reinforced concrete, 4) high performance concrete, 5) pumped concrete, 6) roller compacted concrete, 7) self-compacting concrete, 8) high density concrete, 9) ready mixed concrete, and 10) green concrete. It also discusses recycled concrete and various methods to improve the durability of concrete structures. The document provides details on the composition, properties and applications of these special concretes.
1. The compressive strength of concrete is one of its most important properties and is generally determined by testing cubes or cylinders at 28 days. Strength depends on factors like water-cement ratio, cement content, curing conditions, and aggregate size and type.
2. The water-cement ratio has a significant effect on strength, with lower ratios producing stronger concrete according to Abrams' law. Other factors like gel/space ratio and maturity (temperature over time) also influence strength development.
3. In addition to compressive strength, concrete has tensile, flexural, and shear capacities that relate to its compressive strength. Its elastic properties include modulus of elasticity and shrinkage/creep behaviors
The document provides information on concrete mix design, including the objectives and factors governing mix design. It discusses statistical quality control and acceptance criteria for concrete testing. It also describes different concrete mix design methods according to Indian standards and ACI, including the required tables and steps for mix design. Mix designs are provided for M30 concrete using normal aggregates and with fly ash as a replacement.
The document discusses the properties of fresh concrete, including workability, segregation, and bleeding. It defines these properties and describes factors that affect workability, such as water content, mix proportions, aggregate size and shape, and use of admixtures. Methods for measuring workability, including slump test, compacting factor test, flow table test, and Vee Bee consistometer test are also summarized. Segregation and bleeding are defined as types of concrete separation, and factors influencing these properties are outlined.
Concrete is a mixture of cement, sand, gravel, and water that hardens into a building material. It is the second most consumed substance on Earth after water. Concrete is made by mixing cement and water to form a paste that is then mixed with fine and coarse aggregates. The paste coats the surface of the aggregates and binds them together into a rock-like mass once hardened. Concrete's strength comes from reinforcement like steel bars for buildings and structures.
The document discusses the types, properties, and classifications of aggregates used to make concrete. It describes how aggregates provide bulk and strength to concrete while reducing shrinkage. Various tests are used to evaluate the size, shape, strength, density and other physical properties of aggregates to ensure they will perform well when used to manufacture durable concrete.
This document provides information on common types of construction materials used for flooring in India. It discusses clay tiles, ceramic tiles, vitrified tiles, mosaic floors, marble floors, granite floors, concrete floors and various natural stone floors. For each type, it describes what they are made of, their properties, advantages, disadvantages and common applications. It also provides details on the manufacturing process for tiles, pavers blocks and laying different types of flooring.
Steel is a versatile building material that can be manufactured in various forms like sections, bars, plates, and sheets to serve both structural and non-structural purposes in construction. Different types and grades of steel like mild steel, high carbon steel, high tensile steel, and reinforced bars have specific chemical compositions and mechanical properties making them suitable for uses like building frames, reinforcement, tools, and machine parts. Rolled sections, bars, plates, and sheets are designated according to their dimensions, weight, and other specifications to uniquely identify the type and size of each steel product.
This document discusses building construction materials, specifically bricks. It covers the constituents needed for good brick earth, the manufacturing process of bricks which involves preparation of clay, moulding, drying, and burning. It describes hand moulding and machine moulding methods. Bricks can be burnt using clamp burning or kiln burning. Finally, it classifies burnt bricks into four categories based on their manufacturing and preparation: first class, second class, third class, and fourth class bricks.
The document discusses construction equipment, specifically earthmoving equipment. It provides details on various types of earthmoving equipment including tractors, bulldozers, and their components and uses. Tractors can be fitted with tools like blades and buckets to perform earthmoving tasks. Bulldozers have blades attached to push soil and are well-suited for tasks like clearing land, excavating, and grading. The selection of the proper equipment depends on factors like the job conditions and materials being moved.
1. The document discusses site layout, which is a scaled drawing showing relevant construction site features such as entry/exit points, storage areas, temporary services, and contractor offices. It is important for efficient work flow and safety.
2. Key factors in site layout planning include the project nature, construction methods, resource availability, and safety considerations. The layout should optimize space utilization and minimize transport time/costs.
3. A well-planned site layout provides benefits like smooth and economical work, reduced completion time, increased safety and output, and less material waste.
This document provides information on various types of earthmoving construction equipment. It discusses tractors and bulldozers in detail as two key pieces of earthmoving equipment. Tractors can be fitted with different attachments and are used for tasks like land clearing while bulldozers have blades attached to push earth and are used for operations like clearing land, constructing roads, and backfilling. The document emphasizes that proper selection of construction equipment depends on factors like the type of work, site conditions, equipment specifications, and cost considerations.
This document discusses different types of special concrete and factors that affect the durability of concrete. It describes 10 types of special concrete: 1) light weight concrete, 2) polymer modified concrete, 3) fiber reinforced concrete, 4) high performance concrete, 5) pumped concrete, 6) roller compacted concrete, 7) self-compacting concrete, 8) high density concrete, 9) ready mixed concrete, and 10) green concrete. It also discusses recycled concrete and various methods to improve the durability of concrete structures. The document provides details on the composition, properties and applications of these special concretes.
1. The compressive strength of concrete is one of its most important properties and is generally determined by testing cubes or cylinders at 28 days. Strength depends on factors like water-cement ratio, cement content, curing conditions, and aggregate size and type.
2. The water-cement ratio has a significant effect on strength, with lower ratios producing stronger concrete according to Abrams' law. Other factors like gel/space ratio and maturity (temperature over time) also influence strength development.
3. In addition to compressive strength, concrete has tensile, flexural, and shear capacities that relate to its compressive strength. Its elastic properties include modulus of elasticity and shrinkage/creep behaviors
The document provides information on concrete mix design, including the objectives and factors governing mix design. It discusses statistical quality control and acceptance criteria for concrete testing. It also describes different concrete mix design methods according to Indian standards and ACI, including the required tables and steps for mix design. Mix designs are provided for M30 concrete using normal aggregates and with fly ash as a replacement.
The document discusses the properties of fresh concrete, including workability, segregation, and bleeding. It defines these properties and describes factors that affect workability, such as water content, mix proportions, aggregate size and shape, and use of admixtures. Methods for measuring workability, including slump test, compacting factor test, flow table test, and Vee Bee consistometer test are also summarized. Segregation and bleeding are defined as types of concrete separation, and factors influencing these properties are outlined.
Concrete is a mixture of cement, sand, gravel, and water that hardens into a building material. It is the second most consumed substance on Earth after water. Concrete is made by mixing cement and water to form a paste that is then mixed with fine and coarse aggregates. The paste coats the surface of the aggregates and binds them together into a rock-like mass once hardened. Concrete's strength comes from reinforcement like steel bars for buildings and structures.
The document discusses the types, properties, and classifications of aggregates used to make concrete. It describes how aggregates provide bulk and strength to concrete while reducing shrinkage. Various tests are used to evaluate the size, shape, strength, density and other physical properties of aggregates to ensure they will perform well when used to manufacture durable concrete.
This document provides information on common types of construction materials used for flooring in India. It discusses clay tiles, ceramic tiles, vitrified tiles, mosaic floors, marble floors, granite floors, concrete floors and various natural stone floors. For each type, it describes what they are made of, their properties, advantages, disadvantages and common applications. It also provides details on the manufacturing process for tiles, pavers blocks and laying different types of flooring.
Steel is a versatile building material that can be manufactured in various forms like sections, bars, plates, and sheets to serve both structural and non-structural purposes in construction. Different types and grades of steel like mild steel, high carbon steel, high tensile steel, and reinforced bars have specific chemical compositions and mechanical properties making them suitable for uses like building frames, reinforcement, tools, and machine parts. Rolled sections, bars, plates, and sheets are designated according to their dimensions, weight, and other specifications to uniquely identify the type and size of each steel product.
This document discusses building construction materials, specifically bricks. It covers the constituents needed for good brick earth, the manufacturing process of bricks which involves preparation of clay, moulding, drying, and burning. It describes hand moulding and machine moulding methods. Bricks can be burnt using clamp burning or kiln burning. Finally, it classifies burnt bricks into four categories based on their manufacturing and preparation: first class, second class, third class, and fourth class bricks.
This presentation provides an in-depth analysis of structural quality control in the KRP 401600 section of the Copper Processing Plant-3 (MOF-3) in Uzbekistan. As a Structural QA/QC Inspector, I have identified critical welding defects, alignment issues, bolting problems, and joint fit-up concerns.
Key topics covered:
Common Structural Defects Welding porosity, misalignment, bolting errors, and more.
Root Cause Analysis Understanding why these defects occur.
Corrective & Preventive Actions Effective solutions to improve quality.
Team Responsibilities Roles of supervisors, welders, fitters, and QC inspectors.
Inspection & Quality Control Enhancements Advanced techniques for defect detection.
Applicable Standards: GOST, KMK, SNK Ensuring compliance with international quality benchmarks.
This presentation is a must-watch for:
QA/QC Inspectors, Structural Engineers, Welding Inspectors, and Project Managers in the construction & oil & gas industries.
Professionals looking to improve quality control processes in large-scale industrial projects.
Download & share your thoughts! Let's discuss best practices for enhancing structural integrity in industrial projects.
Categories:
Engineering
Construction
Quality Control
Welding Inspection
Project Management
Tags:
#QAQC #StructuralInspection #WeldingDefects #BoltingIssues #ConstructionQuality #Engineering #GOSTStandards #WeldingInspection #QualityControl #ProjectManagement #MOF3 #CopperProcessing #StructuralEngineering #NDT #OilAndGas
Welcome to the March 2025 issue of WIPAC Monthly the magazine brought to you by the LinkedIn Group WIPAC Monthly.
In this month's edition, on top of the month's news from the water industry we cover subjects from the intelligent use of wastewater networks, the use of machine learning in water quality as well as how, we as an industry, need to develop the skills base in developing areas such as Machine Learning and Artificial Intelligence.
Enjoy the latest edition
Indian Soil Classification System in Geotechnical EngineeringRajani Vyawahare
油
This PowerPoint presentation provides a comprehensive overview of the Indian Soil Classification System, widely used in geotechnical engineering for identifying and categorizing soils based on their properties. It covers essential aspects such as particle size distribution, sieve analysis, and Atterberg consistency limits, which play a crucial role in determining soil behavior for construction and foundation design. The presentation explains the classification of soil based on particle size, including gravel, sand, silt, and clay, and details the sieve analysis experiment used to determine grain size distribution. Additionally, it explores the Atterberg consistency limits, such as the liquid limit, plastic limit, and shrinkage limit, along with a plasticity chart to assess soil plasticity and its impact on engineering applications. Furthermore, it discusses the Indian Standard Soil Classification (IS 1498:1970) and its significance in construction, along with a comparison to the Unified Soil Classification System (USCS). With detailed explanations, graphs, charts, and practical applications, this presentation serves as a valuable resource for students, civil engineers, and researchers in the field of geotechnical engineering.
Best KNow Hydrogen Fuel Production in the World The cost in USD kwh for H2Daniel Donatelli
油
The cost in USD/kwh for H2
Daniel Donatelli
Secure Supplies Group
Index
Introduction - Page 3
The Need for Hydrogen Fueling - Page 5
Pure H2 Fueling Technology - Page 7
Blend Gas Fueling: A Transition Strategy - Page 10
Performance Metrics: H2 vs. Fossil Fuels - Page 12
Cost Analysis and Economic Viability - Page 15
Innovations Driving Leadership - Page 18
Laminar Flame Speed Adjustment
Heat Management Systems
The Donatelli Cycle
Non-Carnot Cycle Applications
Case Studies and Real-World Applications - Page 22
Conclusion: Secure Supplies Leadership in Hydrogen Fueling - Page 27
How to Build a Maze Solving Robot Using ArduinoCircuitDigest
油
Learn how to make an Arduino-powered robot that can navigate mazes on its own using IR sensors and "Hand on the wall" algorithm.
This step-by-step guide will show you how to build your own maze-solving robot using Arduino UNO, three IR sensors, and basic components that you can easily find in your local electronics shop.
Cloud Computing concepts and technologiesssuser4c9444
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Resource Management in Civil Engineering
1. Unit no. 5
Resource Management
Mr. Kiran R. Patil
Assistant Professor,
Department of Civil Engineering,
D. Y. Patil College of Engineering & Technology, Kolhapur
2. Definition of Materials:
Materials refer to inputs into the production process, most of which are converted in the
finished goods being manufactured. It may be raw materials, finished goods etc., and
others, required for maintenance and repairs.
Definition on Material Management:
Material management deals with controlling and regulating the flow of materials in
relation to changes in variables like demand, prices, availability, quality, delivery
schedules etc.
Objects of materials management:
1. Minimization of materials costs
2. To reduce inventory for use in production process and to develop high inventory turnover
ratios.
3. To procure materials of desired quality when required, at lowest possible overall cost.
4. To reduce paper work procedure in order to minimize delays in procuring materials.
5. To note changes in market conditions and other factors affecting the concern.
6. The purchase, receive, transport, store materials efficiently
7. To reduce cost, through simplification, standardization, value analysis etc.
8. To conduct studies in new areas e.g., equality consumption and cost of materials so as to
minimize cost of production.
3. Function of Materials Management:
1. Materials planning and programming
2. Purchasing materials
3. Inspection of Materials
4. Classification, codification and standardization in stores
5. Storage of materials
6. Issuing of materials
7. Maintainece of proper inventory records
8. Materials receiving
Inventory:
It defined as a comprehensive list of movable items which are required for manufacturing
the products and to maintain the plant facilities in working conditions. Inventory has
defined as The quantity of goods or the materials on hand
Inventory Control:
Inventory control is the method of maintaining of stock at a level at which purchasing
and stocking costs are at the lowest possible without interference with the supply.
Objectives of Inventory Control:
1. To support the production with materials of the right quality in the right quantity, at the
right time and the right price, and from the right supplier
2. To minimize investments in the materials by ensuring economies of storage and ordering
costs
4. 3. To avoid accumulation of work in process
4. To ensure economy of costs by processing economic order quantities
5. To maintain adequate inventories at the required quantity to meet the market needs
promptly, thus avoiding both excessive stocks or shortages at any given time
6. To contribute directly to the overall profitability of the enterprise.
Functions of inventory control:
To develop policies, plans and standards essential to achieve the objectives
To build up a logical and workable plan of organization for doing the job satisfactory
To develop procedure and methods that will produce the desired results economically
To provide the necessary physical facilities
To maintain overall control by checking results and taking corrective actions.
Inventory Management System or Level:
The objects of inventory control is to establish level of inventory which will serve to
minimize the companys costs and maximize its revenue.
It is determined by five basic variables
a) Minimum stock
b) Reorder point
c) Recorder quantity
d) Procurement lead time
e) Maximum inventory.
5. a) Minimum Stock:
Minimum inventory or buffer stock is needed to take care of any temporary unpredictable
increase in the demand or in the procurement lead time.
b) Reorder point:
It is sufficiently above the minimum stock to allow for issuing the purchase order and for
delivery by a vendor. Reorder point stock level is equal to the minimum stock plus the
expected consumption during the procurement lead time.
c) Reorder Quantity:
This is the fixed quantity of item for which order is placed every time the stock drops to
the reorder point. This quantity is fixed either on the basis of experience or calculated.
6. d) Procurement lead time:
This includes the time required for preparing the purchase order, the time gap between
placing an order and receiving material from suppliers and time required for inspection etc.
e) Maximum inventory:
It is approximately the sum of the order quantity and minimum stock. It will exactly equal the
sum of these two quantities if the ordered material is received just when the minimum stock
is reached.
TYPES OF INVENTORY COSTS
1. Ordering (purchasing) costs
2. Inventory carrying (holding) costs
3. Out of stock/shortage costs
4. Other costs
1. Ordering (purchasing) costs
It is the cost of ordering the item and securing its supply.
Includes-
Expenses from raising the order
Purchase requisition by user department till the execution of order
Receipt and inspection of material
2. Inventory carrying (holding) costs
Costs spend for holding the volume of inventory and measured as a percentage of unit cost of
an item.
7. d) Procurement lead time:
This comprises the time required for preparing the purchase order, the time gap between
placing an order and receiving supplies and time required for inspection etc.
e) Maximum inventory:
It is approximately the sum of the order quantity and minimum inventory. It will exactly
equal the sum of these two quantities if the ordered material is received just when the
minimum stock is reached.
TYPES OF INVENTORY COSTS
1. Ordering (purchasing) costs
2. Inventory carrying (holding) costs
3. Out of stock/shortage costs
1. Ordering (purchasing) costs
It is the cost of ordering the item and securing its supply.
Includes-
Expenses from raising the order
Purchase requisition by user department till the execution of order
Receipt and inspection of material
2. Inventory carrying (holding) costs
Costs spend for holding the volume of inventory and measured as a percentage of unit cost of
an item.
8. 3. OUT-OF-STOCKCOSTS:
It is the loss which occurs or which may occur due to non availability of material.
It includes-
Break down/delay in production
Back ordering
Lost sales
Loss of service to customers, loss of goodwill, loss due to lagging behind the competitors,
etc.
INVENTORY CONTROL TECHNIQUES:
Inventory control techniques represent the operational aspect of inventory management
and help realize the objectives of inventory management and control.
Inventory control techniques are employed by the control organization within the
framework of one of the basic inventory models, fixed order quantity system or fixed order
period system.
ABC Analysis:
ABC analysis is a technique of controlling inventories based on their value and
quantities. It is more remembered as an analysis for Always Better Control of inventory.
Here all items of the inventory are listed in the order of descending values, showing
quantity held and their corresponding value. Then, the inventory is divided into three
categories A, B and C based on their respective values.
9. A category comprises of inventory, which is very costly and valuable. Normally 70% of
the funds are tied up in such costly stocks, which would be around 10% of the total
volume of stocks. Because the stocks in this category are very costly, these require strict
monitoring on a day-to-day basis. Ex. Cement, Steel
B category comprises of inventory, which is less costly. Twenty percent of the funds are
tied up in such stocks and these accounts for over 20% of the volume of stocks. These
items require monitoring on a weekly or fortnightly basis. Ex. Brick
C category consists of such stocks, which are of least cost. Volume wise, they form 70%
of the total stocks but value-wise, they do not cost more than 10% of the investment in
the stocks. This category of stocks can be monitored on a monthly or bi-monthly basis.
10. Advantages:
Provides a tool for identifying items that will have a significant impact on overall
inventory cost.
It helps in economizing once effort to achieve greater results.
It helps to segregating those items which should to be given priority to maximize results.
The usefulness of this management tool is that, by focusing on the A category items,
70% results can be achieved with just 5% effort
Once A category items are identified, it is possible to devote more attention to these items
to minimize purchase costs and exercise control over consumption in a more effective
manner.
Proper use of valuable time of store personnel.
Simple no confusing formulas are involved
11. Disadvantages:
Proper standardization & codification of inventory items needed.
Considers only money value of items & neglects the importance of items for the
production process or assembly or functioning.
Periodic review becomes difficult if only ABC analysis is recalled.
When other important factors make it required to concentrate on C items more, the
purpose of ABC analysis is defeated.
12. Economic Order Quantity (EOQ):
Economic order quantity is defined that quantity of materials, which can be ordered at
one time to minimize the cost of ordering and carrying the stocks.
In other words, it refers to size of each order that keeps the total cost low.
Inventory costs: The inventory costs can be classified into two categories,
1) Inventory Ordering Costs (Co):
It is the cost of placing an order from a vendor. This includes all costs incurred from calling
for quotation to the point at which the item is taken into stock.
2) Inventory carrying cost (Cc):
Carrying cost which are also known as holding costs are the costs incurred in maintaining the
stores in the firm.
3) Total Cost:
It is sum of Ordering cost & Inventory carrying cost.
13. Determine EOQ:
Step1: Total Ordering cost per year = No. of orders placed per year x ordering cost per
Order
= (A/S) x O
A = Annual demand
S = Size of each order (units per order)
O = Ordering cost per order
Step2: Total Carrying cost per year = Average inventory level x Carrying cost per year
= (S/2) x C
A = Annual demand
S = Size of each order (units per order)
C = Carrying cost per unit
Step3:
EOQ is one where the total ordering is equal to total carrying cost.
14. Where
S is the Economic order quantity,
A is the annual demand in units,
O is the ordering cost per order and
C is the carrying cost per unit
Problem1. A Construction company requires of 10,000 cement bags per annum. The cost per
bag is Rs.500 and ordering cost is Rs.400. The inventory carrying cost is estimated at 10% of
the price of the cement bag. determine EOQ and number of orders required per year.
Solution:
Annual demand (A) = 10,000 bags
Ordering cost per order (O) = Rs.400
Carrying cost per unit (C) = 10% of Cost price = 0.10 x 500 = Rs.50/-
EOQ=
=
= 400 bags
15. The number of orders to be placed during the year =
Annual demand(units)
EOQ
=
10000
400
= 25 orders
Problem 2. A Construction company requires of 1000 tons of steel per month. The cost is
Rs.50000 and ordering cost is Rs.150. The inventory carrying cost is estimated at 13% of
the average investment. determine EOQ and number of orders required per year.
Solution:
Annual demand (A) = 1000 tons X 12 months= 12,000 tons
Ordering cost per order (O) = Rs.150
Carrying cost per unit (C) = 13% of Cost price = 0.13 x 50000 = Rs. 6500/-
EOQ=
=
2 15
650
= 23.53 tons say 24 tones
The number of orders to be placed during the year =
Annual demand(units)
EOQ
=
12000
24
= 500 orders
16. IMPORTANT TERMS
1. Minimum Level
It is the minimum stock to be maintained for smooth production.
(Minimum limit or level = Re-order level or ordering point Average or normal usage
Normal re-order period)
2. Maximum Level
It is the level of stock, beyond which a firm should not maintain the stock.
Maximum Level of Stock = (Reorder Level + Reorder Quantity) (Minimum rate of
consumption x Minimum reorder period)
Maximum Level of Stock = Safety Stock + Reorder Quantity or EOQ.
3. Reorder Level
The stock level at which an order should be placed.
Reorder Level = Lead Time in Days Daily Average Usage
4. Safety Stock
Stock for usage at normal rate during the extension of lead time.
Safety Stock = (Maximum Daily Usage Average Daily Usage) Lead Time
5. Reserve Stock
Excess usage requirement during normal lead time.
Buffer Stock Normal lead time consumption.
17. REORDERING POINT:
The reorder point ("ROP") is the level of inventory which triggers an action to refill that
particular inventory stock.
It is normally calculated as the forecast usage during the replacement lead time plus
safety stock.
In the EOQ (Economic Order Quantity) model, it was assumed that there is no time lag
between ordering and procuring of materials.
Therefore the reorder point for refilling the stocks occurs at that level when the inventory
level drops to zero and because instant delivery by suppliers, the stock level bounce back.
Reorder point is a technique to determine when to order; it does not address how much to
order when an order is made.
The reorder point can be different for every item of inventory, since every item may have
a different usage rate, and may require differing amounts of time to receive a replacement
delivery from a supplier.
The basic formula for the reorder point is to multiply the average daily usage rate for an
inventory item by the lead time in days to replenish it.
Reorder Point = Normal consumption during lead-time + Safety Stock
There are four determinants of the reorder point quantity:
The rate of demand (usually based on a forecast).
The lead time.
The extent of demand and/or lead time variability.
The degree of stockout risk acceptable to management.
18. Safety stock
Safety stock (also called buffer stock) is a term used to describe a level of extra stock that
is maintained to mitigate risk of stockouts due to uncertainties in supply and demand
Safety stock is an additional quantity of an item held in the inventory in order to reduce
the risk that the item will be out of stock, safety stock act as a buffer stock in case the sales
are greater than planned and or the supplier is unable to deliver the additional units at the
expected time.
The less accurate the forecast, the more safety stock is required to ensure a given level of
service.
A common strategy is to try and reduce the level of safety stock to help keep inventory
costs low once the product demand becomes more predictable.
This can be extremely important for companies with a smaller financial cushion or those
trying to run on lean manufacturing, which is aimed towards eliminating waste throughout
the production process.
Safety Stock = (Maximum Daily Usage Average Daily Usage) Lead Time
Stockout
A situation in which the demand or requirement for an item cannot be fulfilled from the
current inventory.
Stockout costs
Economic consequences of not being able to meet an internal or external demand from the
current inventory.
19. Such costs consist of internal costs (delays, labor time wastage, lost production, etc.) and
external costs (loss of profit from lost sales, and loss of future profit due to loss of
goodwill). Also called shortages costs.
Causes of Stock out:-
Under-estimating the demand for a product;
Late delivery by the supplier;
Using the wrong lead time;
Safety (or buffer) stock level that is too low
Under-ordering
Product quality issues
Supplier refusing to deliver
A shortage of working capital
20. VED ANALYSIS:
VED analysis is Vital (very important) , Essential and Desirable analysis.
In VED Method (vital, essential and desirable), each stock item is classified on either vital,
essential or desirable based on how critical the item is for providing services.
The vital items are stocked in large quantity, essential items are stocked in medium
amounts and desirable items we stocked in small amounts.
Vital
Items without which construction comes to idle: i.e. non- availability cannot be tolerated.
The vital items are stocked in great quantity and require very strict control.
These are stocked adequately to ensure smooth operation.
Essential:-
Items whose non availability can be tolerated for 2-3 days, because similar or alternative
items are available.
Essential items are stocked in medium amounts, purchase is based on rigid requirements
and reasonably strict watch.
Desirable:-
Items whose non-availabilitycan be tolerated for a long period.
Desirable items are stocked in small amounts and purchase is based on usage estimate.
21. In a manufacturing organization, there are number of items which are very vital or critical
in production.
Their availability must be ensured at all times for smooth production, so need to be strictly
controlled.
Essential items follow vital items in their hierarchy of importance.
Desirable items are least importance in terms of functional considerations, which are
loosely controlled at the lower level.
Category I items:
These items are the most important ones and require control by the administrator himself.
Category II items:
These items are of intermediate importance and should be under control of the officer in
charge of the stores.
Category III items:
These items are of least importance which can be left under the control of the store keeper.
22. HMLAnalysis: Criterion Employed only unit price of the item.
Items are classified into three groups labeled as High Medium Low.
The HML analysis is very similar to the ABC Analysis, the difference being instead of
usage value, the price criterion is used.
In their classification, the items used by the company are arranged in descending orders of
their unit price.
After this, the management of the company uses its choice and judgment to decide the cut
off lines for deciding the three categories.
For example, the management may decide that all items of unit price value above Rs 500
should be categorized as H items, items whose, unit price falls between Rs 50 and Rs 500
should be categorized as M items and items whose unit price falls below Rs 50 should be
categorized as L items. The categorization therefore is decided by the management.
HML analysis helps an organization to take decisions on the following:
a) It helps to assess the security requirements and the type of storage for high priced items.
For example, expensive ball bearings can be kept under lock and key in a cupboard.
b) The frequency of stock checking is decided on the basis of the cost item. In other words,
more expensive the item, more frequent will be its stock-checking.
c) A control on purchases and buying policies can be exercised by the company. This means H
and M items will not be ordered in excess of the required minimum quantity. However, in the
case of L items, they may be purchased in bulk in order to avail the benefits of bulk purchase.
23. S-D-E Analysis
This analysis is used to ascertain lead time for procurement and helps in deciding purchase
(i.e. materials procurement) strategies.
S-D-E analysis is based on the availability of the items in the market. S-D-E are meant as
follows :
S-stands for Scarce Items These items are in very short supply and generally imported.
Procurement of such items generally requires a lot of exercise and investment.
D-refers to Difficult Items Such items are indigenously available but cannot be procured
easily, as there may be very few suppliers, or shortage of material, or available at far-off
places only
E-means Easily' Available Items These items are easily available even in local market.
There will not be any problem in procuring such materials.
24. Resource Allocation - Concept
For a project, the important resources like manpower, materials, funds, etc. should be
allocated carefully. Large fluctuations in the demand for these resources may cause
problems in project execution. Thus, the project activities should be scheduled in such a
manner that the demand for various resources is fairly uniform over the entire project
duration. This can be achieved by the following two processes,
1. Resource Levelling
Resource Levelling is a technique in which start and finish dates are adjusted based on
resource constraints with the goal of balancing demand for resources with the available
supply.
In this process, the resources are considered to be limited. The activity start times are so
rescheduled that the peak demand for a particular resource does not cross the available
limit of the resources. In rescheduling, the available floats are first used. Thus, in resource
levelling process, the original project duration might be changed.
2. Resource Smoothing
Resource Smoothing is a technique that adjusts the activities of a schedule model such
that the requirements for resources on the project do not exceed certain predefined
resource limits.
In this process, the resources are considered to be unlimited. The total project duration
(i.e. duration along the critical path) is not changed. The start times of some of the
activities are so shifted within their available floats that uniform demand is created for the
resources.
25. 3 Steps of Resource Levelling:
For a given project, a scaled version of the network is drawn, adopting earliest start times
(EST) for all activities.
Using this network, cumulative requirement of various resources is determined on each
day during the project period.
Histograms are prepared for cumulative resource requirements which clearly show
fluctuations in the demand over time.
Large variations in the demand for various resources call for resource levelling.
Levelling of the requirement of resource is achieved by adjusting the start times of non-
critical activities.
In Fig. the histogram in thick line shows that the requirement of bar-benders fluctuates
considerably over the project duration of 19 days. Hence, it is required to carry out
levelling of this requirement. The histogram in dotted line shows the requirement of bar-
benders after carrying out levelling.