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Estimate is a forecast of its probable cost. The process of preparing estimate is known as estimating
Types of estimates are:
1. Approximate estimate
2. Detailed estimate
Various stacks of approximate estimate are
1. Service unit method
2. Linked area or square meter method
3. Cubical content or cubic meter
4. Typical Bay method
Purpose of estimating and costing
1. To know the cost of work
2. To know the laborers required
3. To know the tools plants and machinery required
4. To know the time required
5. Administrative approval
6. Technical sanction
7. Framing tax assessment
8. Preliminary discussion over the project
9. Tender document
10. Budget provision
11. Sale price of flat
Hospital- bed
Cinema hall- seat
Hotel- room
Stadium- seat
Office- room
Necessity of revised estimate is
1. Change in cost
2. Changes in design and drawing
3. Changes in quantity of materials and rates
Earth excavation β cubic meter
PCC- cubic meter
Vent pipe β running meter
Half brick wall - square meter
Electric wiring or electrification Light fan plug points β Points
It deals with method of measurement of buildings and civil engineering works. It is published in 25 parts separately dealing with method of measurement for earthwork, brick, stone, etc.
Ans. The manner in which the work is to be executed is called specification it includes
β’ Material specification which tells the quality of material.
β’ workmanship specification, which tells about how the work is to be executed.
1. for lintels and slabs 0.7 to 1%
2. columns 1 to 5%
3. Beams 1 to 2%
4. Foundation and footing 0.5 to 0.8%
Weight of bar in kg/m = (dia of bar/18)2x2
Density of mild steel = 7850 kg/m3
Lead: Lead is a horizontal movement of material from the stacking point to the site. The standard lead is 30m.
Lift: Lift is a vertical movement of material. The standard lift is 1.5m
No deductions shall be made for the following:
1. Opening upto 1 sq.m in area
2. Ends of beams, lintels, posts, etc. Upto 0.05 sq.m in section.
3. Wall plates, bed plates, bearing of slabs, etc.
4. Iron hold fasts.
Length of hook= 9d (d= diameter of bar in mm)
Length of bent up bar = 0.42D
Length of one legged stirrups = A+2B +2(14D)
Length of two legged stirrups = 2(A+B) + 2(12D)
Weight of bar per meter in kg= (diameter of bar in mm)Β²/162
Weight of bar per meter = (diameter of bar in mm)Β²/162 = (10)Β²/162 = 0.62kg
There are two methods
Unit quantity method and total quantity method
There are two methods of taking out quantities:
1. P.W.D method also known as Long wall and short wall method.
2. Centre line method.
The earthwork is calculated by following three methods:
1. Mean β sectional area method
2. Mid β sectional area method
3. Prismoidal formula method
Depth of cutting or banking = F.L. β R.L of ground = Top R.L. of road β R.L of ground.
F.L at next chainage = F.L at previous chainage Β± (1/Gradient) Γ difference in chainage. β+β sign for rising gradient and β-β sign for falling gradient.
S=n
The mass haul diagram is a curve plotted on a distance base with the ordinate at any point on the curve representing the algebraic sum of the volume of earthwork up that point. The mass haul diagram helps to determine the economy in a better way.
A haul refers to the transportation of your projectβs excavated materials. The haul includes the movement of material from the position where you excavated it to the disposal area or a specified location. A haul is also sometimes referred to as an authorized haul.
Haul = Ξ£ Volume of earthwork Γ Distance moved
Following are the types of contracts:
1. Lumpsum contract
2. Item rate contract
3. Percentage rate contract
β’ Cost plus percentage rate contract
β’ Cost plus fixed fee contract
β’ Cost plus fluctuating fee contract
4. Labour contract
5. Demolition contract
6. Fee contract
7. Target contract
8. Negotiated contract
9. Material supply contract
10. All in contract
11. Sub-contract
12. D.G.S or D. Rate contract
It can be defined as the initial deposit to be sent along with the tender in order to show the interest of the contractor to secure the work.
The amount of earnest money maybe 1% to 2% of the tender amount.
When the tender of particular contract is accepted, he is asked to deposit further amount with the department varying from 2% to 10% of the estimated cost.
Valuation is the art of assesing the present fair value of property.
Cost: It is the original cost of construction i.e. cost of materials and labours.
Price: It is the amount of money paid to the seller by the purchaser of the property.
Value: It is the present market value which may not be necessary same as that of the cost of an item. It may be higher or lower than the cost.
1. Book value
2. Scrap value
3. Salvage value
4. Speculative value
5. Distress value
6. Market value
7. Monopoly value
8. Sentimental value
Scrap value is the value of dismantled materials of the structure at the end of the utility period. Salvage value can be defined as the value of structure without being dismantled at the end of its utility period.
Depreciation: A property gradually looses some value due to its wear and tear and similar other causes. This loss in the value of the property is called depreciation.
Obsolescence: The value of property or structure becomes less by its becoming out of date in style, in fashion, in design, and old due to new inventions. This is known as obsolescence.
1. Straight line method
2. Sinking fund method
3. Constant percentage method
4. Quantity survey method
When the value of a land is to be calculated which is spreading in wide area, belting method of valuation is adopted in such cases. The entire land area is divided into number of belts/rows and the value of each belted area is calculated separately and then summed up together at the end to get the value of land.
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