THIS IS A BASIC STANDARDIZED TEMPLATE FOR PLANNING AND ESTIMATION PROCESS FOR A BUILDING CONSTRUCTION.

1. HOW TO BUILD A HOUSE
AR SUMANT KHOBRAGADE

2. PLANNING
 65% SHOULD BE CONSTRUCTED AREA AND 35% SHOULD BE OPEN AREA.
 SELECTION OF PLOT
1. IT SHOULD NOT BE NEAR TO GRAVEYARDS OR OTHER SUCH PLACE.
2. IT SHOULD NOT BE NEAR ANY TEMPLE OR MOSQUE OR ANY SUCH PLACE.
3. SHOP OPENING SHOULD NEVER BE ON WEST SIDE
4. GROUND FLOOR LEVEL SHOULD BE MINIMUM 1 ½ TO 2 FEET HIGH.
5. MAIN GATE SHOULD BE 8 FEET TO 10 FEET WIDE AND NO WIRES SHOULD BE ABOVE MAIN GATE.
6. DRAWING ROOM CAN BE OF 12’ X 18 ‘ TO 14’ X 24’. DRAWING ROOM SHOULD HAVE WINDOWS FOR PROPER AIRFLOW.
7. DINING ROOM SHOULD BE OF 10’X 12’ AND PLACED IN CENTER
8. BEDROOM 10’ X 12’ TO 14’X16’ HEIGHT=9’ TO 12’
9. DRESSING ROOM-6’X6’ TO 6’X9’
10. KITCHEN- 7’ X 9’ TO 10’ X 12’ CAN BE OF L SHAPE OR U SHAPE.
11. BATHROOM-5’ X 7 ‘ TO 6’X6’ LOWER IS MADE IN KITCHEN ALWAYS
12. STORE ROOM-6’ X8’ TO 10’ X 10’
13. STAIR(RISER-6’’ THREAD-8’’
14. SERVANT ROOM-8’ X 10’
15. GARAGE-16’ X 20’
16. WATER TANK 5’ X5’X 4’-2500 LITRES
17. SEPTIC TANK-7’X3’X5’3’’

3. ESTIMATION
 TOTAL COST OF LABOUR-25%
 TOTAL COST OF CEMENT-13%
 TOTAL COST OF IRON BARS-10%
 TOTAL COST OF BRICKWORK-12%
 TOTAL COST OFSAND AND AGGREGATE-5%
 TOTAL COST OF DOOR AND WINDOW-12%
 TOTAL COST OF ELECTRICAL-8%
 TOTAL COST OFWATER AND SEWERAGE-12%
 EXTRA-3%
 FOR NORMAL HOUSE 1000 RS SQUARE FEET IS TOTAL COST
 FOR A BIT DESIGNED HOUSE 1200-1600 RS SQUARE FEET WILL BE TOTAL COST.

4. ESTIMATION FOR 1000 SQUARE FEET HOUSE
 LABOUR -25%-250000RS
 CEMENT-13%-130000RS
 BRICK WORK-12%-120000RS
 WOOD -12%-120000RS
 STEEL ROD-10%-100000RS
 SAND AND AGGREGATE-5%-50000RS
 ELECTRIC FITTING-8%-80000RS
 WATER -12%-120000RS
 EXTRA-3%-30000RS
 TOTAL-10,00,000RS

5. ESTIMATION-CEMENT BRICK METHOD
MATERIAL FOR PER 100 SQ. FT
BRICK 2800 BRICK
CEMENT 30 BAGS
IRON BARS 150-200KG
AGGREGATE 70 CUBIC FT
SAND 175 CUBIC FT

6. ESTIMATION RCC COLUMN BEAM BASED METHOD
MATERIAL PER 100 SQ.FT.
BRICK 930 BRICKS
CEMENT 40 BAGS
REINFORCEMENT BARS 350-400KG
AGGREGATE 110 CUBIC FEET
SAND 150 CUBIC FEET

7. ESTIMATION TO TAKE OUT REINFORCEMENTT
 WEIGHT OF REINFORCEMENT=D2/162 (D-DIA OF BAR)
 EX WT OF REINFORCEMENT=(10)2/162=0.625/METER

8. ESTIMATION TO TAKE OUT BRICKWORK
 IF SAND AND CEMENT RATIO IS 1:6 THEN IN UNIT CUBIC METER WE WILL NEED 1.20 BAG CEMENT
AND 0.25 CUBIC METER SAND AND WE WILL NEED 480 BRICKS

9. ESTIMATION TO TAKE OUT PLASTER
 IF WE DO ½ INCH PLASTER IN SQUARE METER 0.078 BAG CEMENT AND 0.016 CUBIC METER SAND.

10. ESTIMATION TO TAKE OUT PLASTER
 IN M20 GRADE CONCRETE 1:1.5:3 IN 1M3 WE WILL NEED CEMENT 8 BAGS ,CEMENT-8BAGS,SAND -
0.42M3 AND AGGREGATE 0.84 M3.