Tuesday, 31 October 2017

Quantity Survey Definition and Methods


Quantity Survey


Modern quantity surveyors provide services that cover all aspects of procurement, contractual and project cost management. They can either work as consultants or they can be employed by a contractor or sub-contractor.
The main role of Quantity Surveyors is to estimate the building cost. Each building can be divided into different parts, cost of each part can be estimated and by adding cost of all parts of building together will give contractors an estimated cost for the whole work. It's been proved in practice that by adding cost of quantities, material used for project and labour will provide us with the total cost of the project. We must not forget that the bill provided by quantity surveyor is an estimate and it is prepared before any work starts to give a contractor estimated cost. Contractor then agrees to do the work based on the estimated cost that represents the proposed work.
Position of Quantity surveyor came available after builders realized how much work it requires to do all the measurements and calculations and it would be much more cost effective for them all to employ one person to do it. As soon as they implement this in practice architects and employers soon realized the effectiveness of quantity surveyors.
As we've already learned above the estimated cost of construction work prepared by quantity surveyor is used for tendering. Each builder can therefore price the work that needs to be done based on same bill of quantities and this is what gives building industry a healthy competition.

Every good quantity surveyor must have a good knowledge of building materials and construction. Surveyor must be very systematic and careful to provide correct calculations as well as be able to visualize drawings and details. To make sure that the quantity bill is accurate, surveyor needs to be sure of all requirements of architects. Arranged bill needs to be clear and easily understood to prevent any costly misunderstandings.

There is basically two method's

1) Rough cost estimate  


2) Detailed cost estimate
   


Requirements for Estimation:-


1) Drawings, i.e Plans, elevation, sections etc.


2) Specifications.


3) Rates.


1) Rough Cost estimate :-

A Rough cost estimate is the approximation of the cost of a program, project, or operation. The Rough cost estimate is the product of the cost estimating process. The Rough  cost estimate has a single total value and may have identifiable component values.


2) Detailed cost Estimate:-


The preparation of detailed estimate consists of working out quantities of various items of work and then determines the cost of each item. This is prepared in two stages.

I) DETAILS OF MEASUREMENTS AND 

                                     CALCULATION OF QUANTITIES.

The complete work is divided into various items of work such as earth work concreting, brick work, R.C.C. Plastering etc., The details of measurements are taken from drawings and entered in respective columns of prescribed preformed. The quantities are calculated by multiplying the values that are in numbers column to Depth column as shown below:
 Details of measurements form


In detailed estimate :-

           1) Long and Short Wall Method
2) Centre Line Method
3) Partly centre line & partly cross wall method.
4) Graphical Method


1). Long & Short Wall Method:-

In this method, the wall along the length of room is considered to be long wall while the wall perpendicular to long wall is said to be short wall. To get the length of long wall or short wall, calculate first the centre line lengths of individual walls. Then the length of long wall, (out to out) may be calculated after adding half breadth at each end to its centre line length. Thus the length of short wall Measured into in and may be found by deducting half breadth from its centre line length at each end. The length of long wall usually decreases from earth work to brick work in super structure while the short wall increases. These lengths are multiplied by breadth and depth to get quantities.

2) Centre Line Method:-

This method is suitable for walls of similar cross sections. Here the total centre line length is multiplied by breadth and depth of respective item to get the total quantity at a time. When cross walls or partitions or verandah walls join with main all, the centre line length gets reduced by half of breadth for each junction. Such junction or joints are studied carefully while calculating total centre line length. The estimates prepared by this method are most accurate and quick.

3)  Partly centre line & partly cross wall method:-

This method is adopted when external (i.e., around the building) wall iSOFT one thickness and the internal walls having different thicknesses. In such cases, centre line method is applied to external walls and long wall-short wall method issued to internal walls. This method suits for different thicknesses walls and different level of foundations. Because of this reason, all Engineering departments are practicing this method.

4) Graphical Method:-

Graphical method is mostly use for Cutting and Filling in Road and Cannel project’s.
In this method we use Grap paper  for finding cutting and filling.
Thanks!

Watch Video Tutorial


(video is preparing) !!!

Monday, 30 October 2017

How to Find Retaining Wall Part's


Retaining Wall:-

retaining wall is a structure designed and constructed to resist the lateral pressure of soil, when there is a desired change in ground elevation that exceeds the angle of repose of the soil, is called Retaining wall.



Retaining Wall Part's:-

1)Top
2)Bottom
3)Slope
4)Height

Method:-

1)Top = Height * Slope - Bottom
2)Bottom = Height * Slope + Top
3)Slope = Bottom – Top / Height
4)Height = Bottom – Top / Slope











Watch Video Tutorial


Example:-

1)Slope = 1.25 – 0.80 / 3.50 = 0.128
2)Top = 3.50 * 0.128 – 1.25 = 0.802
3)Bottom = 3.50 * 0.128 + 0.80 = 1.249
4)Height = 1.25 – 0.80 / 0.128 = 3.51


Wednesday, 25 October 2017

How to find length & width for slab if thickness and volume is given?




 How to find length & width for slab if thickness and volume is given? 


Given data:-
Concrete Volume in Slab = 1500 cft
Thickness of Slab            = 5"

Now finding The length and width of slab

Solution:-

When 
            length = Width = ?
L * B * H = 1500 cft
L * B * 5/12 = 1500 cft  (Divide 5 inches by 12 to become ft)

When

Length = width    So,
L * L * 5/12 = 1500 cft
(L)2* 5/12 = 1500
(L)2* 5/12 = 1500 * 12
5L/5 = 18000/5

Now taking Under-root ( Under-root = ;;}

{(L)2};; =  { 3600};;

 L = 60'
 B = 60 ' 



Sunday, 22 October 2017

CONVERSATION FACTORY


Conversation Factory 

1 Acre = 4046.86 Sq meter
1 Acre = 4840 Sq yard
1 Acre = 43560 Sq feet
1 Yard = 36 inch
1 Yard = 3 feet
1 Yard = 0.983612 or 1 meter
1 Sq Yard = 0.83612 Sq meter
1 Sq Yard = 9 Sq Feet
1Sq yard = 1296 Sq inch

1 meter = 39.37 inch
1 meter = 3.28 Feet
1 Sq meter = 10.763 Sq Feet
1 Feet = 0.304 meter
1 Feet = 12 inch
1 Sq Feet = 011 Sq yard
 1 Sq feet = 144 Sq inch
1 inch = 2.54 cm
1 inch = 0.0254 meter
1 inch = 0.0277 yard
1 inch = 0.0833 feet

1 Sq inch = 0.00064516 Sq meter
 1 Sq inch = 0.00077160 Sq yard
1 Sq inch = 0.00694444 Sq feet


Saturday, 21 October 2017

WHAT IS SURVEYING AND SURVEY CATEGORIES?


SURVEYING AND SURVEY CATEGORIES


Definition:-
In general, surveying is performed to determine the relative location or positioning of points on or near the earth's surface.  More specifically, surveying is the science of making measurements, relative to known or assumed datum’s and standards, and applying the principles of mathematics to such measurements to determine existing or future horizontal and vertical position, from area, magnitude, boundaries, and extent of land parcels and topographical features.

Survey categories:-

1. Geodetic Surveys - Surveys, which establish control networks on a mathematical datum so that measurements will reflect the curved (ellipsoidal) shape of the earth.

 Read ↠↠↠↠  METHODS OF LEVELING

 2. Land Surveys - Surveys which include retracement of existing land ownership boundaries or the creation of new boundaries.



3. Engineering Surveys - Surveys performed for the location, design, construction, maintenance and operation of engineering projects.




4. Construction Surveys - Surveys which establish stakes in the ground, and other like reference points, at known horizontal and vertical positions to define location and size of each component of the facility to be constructed, enable inspection of contract items, and serve as a basis of payment for work.




5. Cartographic Surveys - Map making from original survey is called Cartographic survey.





Thanks!

Friday, 20 October 2017

proof of 13.5 bricks in one cft

Proof 

no of bricks in 1 cft 
Here is proof of 13.5 bricks in one cft

Size of brick= 9" x 3" x 4.5" 
Volume of brick in cft 
Brick = .75' x .25 x .375'= .070 cft
Bricks required for 1 cft= 1/ .070 = 14.285 bricks
10% space covered by morter
So 
14.285 x 10/100= 1.429
Now bricks are 
14.285 - 1.429 = 12.856 bricks

Add 5% wastage of bricks
12.856 x 5/100 = .6428

Here total no of bricks for 1 cft 
12.856 + .6428 = 13.498 bricks
Say 
13.5 bricks in 1 cft 
Like and share this  derivation with your frinds 


Thanks !

Tuesday, 10 October 2017

Marshall test and ProForma Download

MARSHALL METHOD OF ASPHALT-CONCRETE MIX DESIGN 


 (You can download Pro-Forma link given in the end of this page) 
you can also read Marshall Mix design Graphs


 INTRODUCTION:-
Bituminous mixes (sometimes called asphalt mixes) are used in the surface layer of road and airfield pavements. The mix is composed usually of aggregate and asphalt cements. Some types of bituminous mixes are also used in base course.  The design of asphalt paving mix, as with the design of other engineering materials is largely a matter of selecting and proportioning constituent materials to obtain the desired properties in the finished pavement structure.

The desirable properties of Asphalt mixes are:


1. Resistance to permanent deformation: The mix should not distort or be displaced when subjected to traffic loads.  The resistance to permanent deformation is more important at high temperatures.
2. Fatigue resistance:  the mix should not crack when subjected to repeated loads over a period of time.
3. Resistance to low temperature cracking.  This mix property is important in cold regions.
4. Durability:  the mix should contain sufficient asphalt cement to ensure an adequate film thickness around the aggregate particles.  The compacted mix should not have very high air voids, which accelerates the aging process.
5. Resistance to moisture-induced damage.
6. Skid resistance.
7. Workability:  the mix must be capable of being placed and compacted with reasonable effort.
8. Low noise and good drainage properties: If the mix is to be used for the surface (wearing) layer of the pavement structure.

Marshall Stability and Hveem stabilometer tests are largely used for the routine testing.  Criteria for the suitable mix design have been specified by the Asphalt Institute.

OBJECTIVE:- To design the Asphalt concrete mix using Marshall method.


MARSHALL METHOD OF MIX DESIGN:-

In this method, the resistance to plastic deformation of a compacted cylindrical specimen of bituminous mixture is measured when the specimen is loaded diametrically at a deformation rate
Of 50 mm per minute.  There are two major features of the Marshall method of mix design.  (i) density-voids analysis and  (ii)  stability-flow tests.  The Marshall stability of the mix is defined as the maximum load carried by the specimen at a standard test temperature of 60°C.  The flow   value is the deformation that the test specimen undergoes during  loading upto the maximum load. Flow is measured in  0.25 mm units.  In this test, an attempt is made to obtain optimum binder content for the type of aggregate mix used  and the expected traffic intensity.

STEPS OF DESIGN:-

1. Select aggregate grading to be used (Table 11.2)
2. Determine the proportion of each aggregate size required to produce the design grading.
3. Determine the specific gravity of the aggregate combination and asphalt cement.
4. Prepare the trial specimens with varying asphalt contents.
5. Determine the specific gravity of each compacted specimen.
6. Perform stability tests on the specimens.
7. Calculate the percentage of voids, and percent voids filled with Bitumen in each specimen.
8. Select the optimum binder content from the data obtained.
9. Evaluate the design with the design requirements.

APPARATUS:-

1. Mold Assembly:  cylindrical moulds of 10 cm diameter and 7.5 cm height consisting of a base plate and collar extension 
2. Sample Extractor:  for extruding the compacted specimen from the mould 
3. Compaction pedestal and hammer.
4. Breaking head.
5. Loading machine 
6. Flow meter, water bath, thermometers





                                                                   Marshall test

PROCEDURE:-
In the Marshall test method of mix design three compacted samples are prepared for each binder content.  At least four binder contents are to be tested to get the optimum binder content.  All the compacted specimens are subject to the following tests:

• Bulk density determination.
• Stability and flow test.
• Density and voids analysis.

Preparation of test specimens:-

The coarse aggregate, fine aggregate, and the filler material should be  proportioned  so as to fulfill the requirements of the relevant standards.  The required quantity of the mix is taken so as to produce compacted bituminous mix specimens of thickness 63.5 mm approximately.  1200 gm of aggregates and filler  are required to produce the desired thickness.  The aggregates are heated to a temperature of 175° to 190°C the compaction mould assembly and rammer are cleaned and kept pre-heated to a temperature of 100°C to 145°C.  The bitumen is heated to a temperature of 121°C to 138°C and the required amount of first trial of bitumen is added to the heated aggregate and thoroughly mixed.  The mix is placed in a mould and compacted  with number of blows specified.  The sample is taken out of the mould after few minutes using sample extractor.



Bulk density of the compacted specimen:-

The bulk density of the sample is usually determined by weighting the sample in air and in water.  It may be necessary to coat samples with paraffin before determining density.  The specific gravity Gbcm of the specimen is given by

Stability test:-

In conducting the stability test, the specimen is immersed in a bath of water at a temperature of 60° ± 1°C for a period of 30  minutes.  It is then placed in the Marshall stability testing machine (Fig. 7.1) and loaded at a constant rate of deformation of 5 mm per minute until failure.  The total maximum in kN (that causes failure of the specimen) is taken as Marshall Stability.  The stability value so obtained is corrected for volume (Table 11.1).  The total amount of deformation is units of 0.25 mm that occurs at maximum load  is recorded as Flow Value.  The total time between removing the specimen from the bath and completion of the test should not exceed 30 seconds.

RESULTS AND CALCULATIONS:-

Following results and analysis is performed on the data obtained from the experiments

Bulk specific gravity of aggregate (Gbam):-

Since the aggregate mixture consists of different fractions of coarse aggregate, fine aggregate, and mineral filler with different specific gravities, the bulk specific gravity of the total aggregate in the paving mixture is given as


Maximu specific gravity of aggregate mixture (Gbam):-

The maximum specific gravity of aggregate mixture should be obtained as per ASTM D2041, however because of the difficulty in conducting this experiment an alternative procedure could be utilized to obtain the maximum specific gravity using the following equation:



Percent voids in compacted mineral aggregate (VMA):-

The percent voids in mineral aggregate (VMA) is the percentage of void spaces between the granular particles in the compacted paving mixture, including the air voids and the volume occupied by the effective asphalt content.





Percent air voids in compacted mixture (Pav):-

Percent air voids is the ratio (expressed as a percentage) between the volume of the air voids between the coated  particles and the total volume of the mixture.





DETERMINATION OF OPTIMUM BINDER CONTENT:-
Five separate smooth curves are drawn  with percent of asphalt on x-axis and the following on y-axis 
 • unit weight
• Marshall stability
• Flow
• VMA
• Voids in total mix (Pav)
Optimum binder content is selected as the average binder content for maximum density, maximum stability and specified percent air voids in the total mix.  Thus


EVALUATION AND ADJUSTMENT OF MIX DESIGN:-
The overall objective of the mix design is to determine an optimum blend of different components that will satisfy the requirements of the given specifications ,This mixture should have:

1. Adequate amount of asphalt to ensure a durable pavement.
 2. Adequate mix stability to prevent unacceptable distortion and displacement when traffic load is applied.
3. Adequate voids in the total compacted mixture to permit a small amount of compaction when traffic load is applied without bleeding and loss of stability.
4. Adequate workability to facilitate placement of the mix without segregation.

If the mix design for the optimum binder content does not satisfy all the requirements of specifications, It is necessary to adjust the original blend of aggregates.  The trial mixes can be adjusted by using the following guidelines.

1. If low voids :  The voids can be increased by adding more coarse aggregates.
2. If high voids :  Increase the amount of mineral filler in the mix.
3. If low stability:  This condition suggests low quality of aggregates.  The quality of aggregates should be improved. (use different aggregate or use cement coated aggregate).












 Thank you!