Sample Estimate

 

 

Detailed Cost Estimate For Construction of

House

Of

Mr.. abc xyz Mr xy z  At

New Ne w De Delh lhi,Indi i,India a

From:-

 

 

Contents 1. Introduction 2. Cost Analysis 3. Specification chosen by you 4. Details of Material Complete) 5. Detail of Material (Stage wise) 6. Abstract of Cost a. Brick Work b. Roofing c. Steel Work d. Plastering & Pointing e. Wood Work f. Flooring g. Painting h. Electrical Work i.

Water Supply & Sanitary

 j.

Development Development Work (Boundary (Boundary Wall, Grassy Lawn etc.) etc.)

7. Details of Quantities a. Brick Work b. Roofing c. Steel Work d. Plastering & Pointing e. Wood Work f. Flooring g. Painting h. Electrical Work i.

Water Supply & Sanitary

 j.

Development Development Work (Boundary (Boundary Wall, Grassy Lawn etc.) etc.)

8. Thank You!

 

 

1) Introduction Resp. Mr. Kuldeep, First of all we would like to thank you for choosing choosi ng GharExpert.com. Gharexpert.com Gharexpert.com can save you money during construction and if planned properly we all can save 10% or more on our home construction projects.

2) Benefits Broad benefits of the detailed cost estimate are.

a. Don’t let let the contractor charge charge you more for a service service If you do not know the estimated quantity of material required to build your home, the contractor may charge more amount to do the same work. With the detail estimate sheet you can cross check the quotation provided by the contractor. 

b. Better Planning can save big money In most of the home construction projects, the money runs out before the home home is completed. This happens because the home owners do not have a stage by stage cost estimate. A detailed cost estimate can help you avoid this problem. From detail estimate you will get the information about all type of materials required for the work and the information about the actual quantity of all the materials required. You can use this knowledge to make agreement with the supplier in advance to avoid fluctuation in the market.

c. Avoi d Frust Frust ration, Material Material Wastage Wastage & Theft Theft of the material With the help of detail estimates we can arrange the materials according to the needs at site. This will avoid unnecessary storage of materials, save the wastage of materials and blockage of money. It will also save unnecessary carriage and time. It also reduces the chances of Theft as one can account for the material better

d. Complete your project on time If all the materials and labor will be arranged according to need it will help for timely completion of construction work which will save the expenditure spent on storage, watchman etc. Timely completion means timely use of house.

e. Don’t let the cont ractor use cheap quality raw material material Detail estimate also gives the specification of the material required for the construction which will help in checking of the quality of the materials at site.

3) Documents Reviewed In order to arrive at this detailed detaile d estimate we did the following.  

Reviewed the architectural plans sent by you.

 

Researched the rates of material and labor.

 

Studied your requirements for the tiles, paint, woodwork, kitchen work, work, bathroom and other areas.

•

•

•

 

 

Tips relate to your plan (Do’s and Don’ts) 

1.

You must Use Cement Concrete as per your structural drawi drawings ngs but it should be done with Mechanical mixer and vibrator to increase the strength and life of the structure and safety against earthquake and other natural disasters.

2.

Provide sun shade on outer doors and windows to protect them from heat and rain.

3.

Use coarse aggregate and fine aggregate after washing washing with water.

4.

Use wet bricks in brick masonry.

5.

Do proper curing so that cement work may may get full strength.

6.

Fix doors and windows windows frames frames during masonry masonry work. work.

1.

Do not use salty water in cement concrete to avoid rusting rusting of steel.

2.

Do not use fine sand sand and sand containing silt in cement concrete work as it reduces the life of structure.

 

 

Sample Detailed Cost Estimate  1) Cost Analysis

# 1

Total Area

3214 Sft.

2

Total Cost

Rs.3170162 (Rupees Thirty One lac Seventy Thousand One Hundred and sixty Two)

3

Cost per Sft.(Total Area/Total Cost)

Rs.987 (Rupees Nine Hundred Eighty Seven per Sft.)

2) Specifications chosen by you We Ask: Your Reply: We Ask: Your Reply:

What type of flooring are you planning to use in all the rooms? Either vitrified tile or Granite not exceeding RS 100 per square fee (including laying cost) Which type of frames is being used for doors and windows? The main entrance door frame and shutters would be teak. All other frames are padauk wood Which type of shutters and wood is being used for doors and windows? Would it be

We Ask: Your Reply: We Ask:

Your Reply:

We Ask:

Your Reply:

deodar wood, hollock wood, teak wood etc. Windows will have tinted glass shutters What material are you planning to use on Bathroom and Kitchen Walls? Hindware or equivalent sanitary wares. Jaguar or equivalent fittings. Granite slab for kitchen, stainless steel sink with swan neck faucet Western type Water Closet, Shower Rose with Hot & Cold Mixer and wash basin What type of finishing will be used for Exterior walls? Wall Finishes Interior : Smooth Finish full putty with plastic emulsion paint Exterior : Outer wall with premium quality Anti-Fungal & Anti Fading texture paint Kitchen & Bathrooms : Ceramic tiles for 2' and 7' height respectively

 

 

3)Detail of Material (Complete)

Stage wise material will help you procure the raw material properly. A lot of times, the building owner do not keep track of the material used in their construction and the labor uses this lack of information to either use sub standard material or use less than the specified quantity.

#

Material

Quantity

Unit

1

Cement

1250

Bags

2

Sand

3600

Cft

3

Bazari or Stone Chippings 12 to 20 mm gauge

3200

Cft

4

Stone Blast / Brick Blast

1000

Cft

5

Bricks

50400

No.s

6

Bitumen

7

Polythene Sheet

8

MS steel bars of different diameter

9

200

Kg

1600

Sft

10896

Kg.

Ceramic Tiles

866

Sft.

10

Vitrified Tiles

3200

Sft.

11

Granite

52

Sft.

To know more about purchasing tips of Cement and Bricks click or copy the link below: http://www.gharexpert.com/articles/Start-Construction-1460/Purchasing-Guidelines-Cement-Bricks _0.aspx    _0.aspx Cft=Cubic Feet

4)Detail of Material (Stage Wise)

 

  Foundation #

Material

Quantit y

Unit

1

Cement

180

Bags

2

Sand

650

Cft

3

Bazari or Stone Chippings 12 to 20 mm gauge

550

Cft

4

Stone Blast / Brick Blast

350

Cft

5

Bricks

8000

No.s

6

Bitumen

250

Cft

7

Polythene Sheet

250

Cft.

8

MS steel bars of different diameter

1719

Kg.

9

Ceramic Tiles

--

--

10

Vitrified Tiles

--

--

11

Granite

--

--

Ground Floor

#

Material

1

Cement

2

Quantit y

Unit

570

Bags

Sand

1650

Cft

3

Bazari or Stone Chippings 12 to 20 mm gauge

1400

Cft

4

Stone Blast / Brick Blast

350

Cft

5

Bricks

6

Bitumen

--

--

7

Polythene Sheet

--

--

8

MS steel bars of different diameter

9

Ceramic Tiles

22400

No.s

4837

Kg.

436

Sft.

 

 

10

Vitrified Tiles

11

Granite

1764

Sft.

28

Sft.

First Floor

#

Material

1

Cement

2

Quantit y

Unit

500

Bags

Sand

1350

Cft

3

Bazari or Stone Chippings 12 to 20 mm gauge

1250

Cft

4

Stone Blast / Brick Blast

300

Cft

5

Bricks

6

Bitumen

7

20000

No.s

175

--

Polythene Sheet

1350

--

8

MS steel bars of different diameter

4340

Kg.

9

Ceramic Tiles

430

Sft.

10

Vitrified Tiles

1436

Sft.

11

Granite

24

Sft.

5. Abstract of Cost

 Abstract of cost is used for the planning purposes. From the abstract of cost, we will get stage wise and item wise expenditure. With the help of this we can control the expenditure item wise and stage wise and also in better position to deal with contractor & supplier. #

1

2

Descrip Description tion Earth work in excavation in foundation of columns walls includidng dressng the side and ramming the bottom up to 5' lift Earth filling with earth available at site from excavation

Quantity uantity Unit Unit

Rate Amou Amount nt

2124

Cft

3

6372

2124

Cft

1

2124

 

 

around columns footings , plith beam and masonary in layers including watering and compacting.

3

Earth filling under floor with earth brought from out side including carriage of earth, loading, un loading watering and compacting the same. at site around columns footings , plith beam and masonary.

3275

Cft

4

13 13100

4

Supplying and laying sand filling in foundation of footing under PCC

827.6

Cft

50

413 41380

5

Pcc 1:5:10 with granite stone aggrigate of 40mm and down size mechnically mixed and vibrated including laying compacting as per requirement.

366.4

6

Cement concrete 1:1.5:3 with stone chipping or bazri 12 mm to 20 mm gauze in fondation of columns footings, plinth beam etc including centering and shuttering but excluding steel reenforcement mechanically mixed and vibrated complete in position asper specification.

573

Cft

70

25648

Cft 140

80220

 

6. Detail of Quantities

 Abstract or detail of quantities provides us quantities required to complete the construction. With the help of this we are able to know the quantities of each item stage wise, unit wise and this will help in doing agreement, procurement of raw materials according to need. Save wastage in materials , labor. and timely construction.

#

1

Particul ars

No.s

L B H (Length) (Width0 (Height)

Q(Qu a an n ttii tty y ) Un iitt

Earth work in excavation in foundation of columns walls includidng dressng the side and ramming the bottom up to7' lift Columns footings Footing I

4

4

4

5

320

cft.

Footing II

8

4

4

5

640

cft.

 

 

Footing IV

4

4

5

5

400

cft.

Plinth beam bed1,2 and toilet vertical

2

40

1.5

1.5

180

cft.

Plinth beam bed1,2 and toilet internal

4

12.5

1.5

1.5

112.5

cft.

Plinth beam toilet internal

1

8.5

1.5

1.5

19.13

cft.

Plinth beam toilet internal

1

10.33

1.5

1.5

23.24

cft.

Plinth beam right side

1

52

1.5

1.5

117

cft.

Plinth beam living, study, kitchen.

3

21.5

1.5

1.5

145.1

cft.

Plinth beam kitchen.

1

14

1.5

1.5 1. 5

31.5

cft.

Plinth beam kitchen.

1

11.25

1.5

1.5

25.31

cft.

Plinth beam living

1

13.25

1.5

1.5

29.81

cft.

Total

2124

cft

 

 

Recommendations a.

Use clean water free from salt, organic matter matter and insoluble impurities. In general drinking w water ater is suitable for construction work.

b.

All materials like bazari, coarse sand should be cleaned and free from dust, organic matters and other foreign material, silt etc.

c. d.

Sand used in cement concrete should be coarse sand having silt less than 4%. All cement concrete work work should be mixed with mechanical mixer and vibrated with mechanical vibrator.

e.

Cement plaster taken at item serial No.8 is bearing plaster which should be done on top of wall before laying RCC slab. It reduces the chances of cracks at the junction of roof and wall which is formed due to expansion and contraction co ntraction of RCC slab due to change in weather.

f.

All cement concrete mix mix should be 1:1.5:3 instead of 1:2:4 according to new guide line for earth quack safety

g.

Sand used in cement concrete should be coarse sand having silt less than 4%.

h.

The rates provided for vitrified tiles, ceramic tiles are from repudiated make, steel railing and wood work are of best quality material & supplied by you.

i.

All cement concrete mix should be mechanical mix and vibrated.

 j.

The formwork of R.C.C. column should be steel (FARMA) not by giving temporary support of wooden batten/ planks or brick support.

k.

It is advisable tthat hat at the time of purchasing or allotting the work work to any contractor rates should be verified at least from three to four contractors from the local market with the quality of the materials and work. There is very high fluctuation in the rates. The rate varies with the quality and specification of the materials.

l.

Item taken at sr no 3 is concrete mixed with cement and sand duly compacted. Generally it is seen that contractor laid dry brick ballast which should be avoided.

m. The rates for the w water ater supply and sanitary wor work k are of medium quality. n.

For electrical work labor for laying pipe, junction, box, wiring, switches, and main switches etc has been taken in the estimate.

o.

At item no 50 cost of pipes junction box, fan hook switches, sheets M C B & w wires ires etc have be been en taken. Fans, A.C, decorative light & exhaust fans are not taken.

7. Thank You!