ESTIM -HET.xlsx

ESTIMATE FOR PROPOSED HOUSE OF MIS SHIPRA MANDAL AT BENISAGAR PANNA PLOT SIZE -9.00M X 15.00M KH. NO.1863/10/1 JUJ PART

SN. CSR ITEM NO. Particular NO. L W H/D QTY UNIT

1 2 3 4 5 6 7 8 9

1 2.2 PAGE 1 1 15 9 - 135 Sqm.

2 2.6.1 page 1 earth work in excavation in all kinds of soil

21 1.8 1.8 1.8 122.47 Cum.

Total- 122.47 Cum

3 4.1.1.4 page 4

Columns 21 1.8 1.8 0.1 6.80 Cum.

Total- 6.80 Cum

4 5.1.1 page 6

Column s footing( 1x1+.22x.22)/2=.524 21 1.6 1.6 0.8 43.01 Cum.

Columns up to plinth level 21 0.22 0.22 1.75 1.78 Cum.

Columns up to roof level 18 0.22 0.22 3.5 3.05 Cum.

beam at plinth level 1 90 0.3 0.3 8.10 Cum.

Chhajjas 1 9 0.6 0.1 0.54 Cum.

Slab 1 11.7 9 0.1 10.53 Cum.

Total- 67.01 Cum

Clearing jungle including up rooting of rank vegetation grass brush wood etc.

for columns

Filling foundation - providing and laying in position cement concrete of M- 10 Grade with 20mm nominal size graded stone aggregate

Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering shuttering, finishing and reinforcement - All work up to plinth level. R.C.C.M20

5 5.9.1 page 6 Sqm.

for columns in main building 18 4 0.22 4.6 72.864 Sqm.

for beam at plinth level 1 105 0.6 - 63 Sqm.

for beam at roof level 1 105 0.66 - 69.3

for beab at door level 1 105 0.66 69.3 Sqm.

for chhajjas 1 9 0.75 - 6.75 Sqm.

for slab 1 11.7 9 - 105.3 Sqm.

Total- 386.51 Sqm.

6 S.O.R.5.16.3 45 0.785 - - 35.33 Qtl.

7 S.O.R.2.27

rooms 1 15 9 0.5 67.50 Cum.

Total- 67.50 Cum.

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete up to plinth level.

Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding including cost of binding wire up to floor twolevel including all wastage etc. complete. Cold twisted bars (CTD)Steel - @1.25%of R.C.C.

Supplying and filling in plinth with hard Murom/hard copra under floors including watering ramming consolidating and dressing completeMurom Fillay-

8 6.3.2 page 9 Cum.

in main building 1 90 0.22 3.5 69.30 Cum.

1 15.6 0.22 1.8 6.18 Cum.

total 69.30 Cum.

Deductions for doors D 10 1.2 2.1 0.22 5.54 Cum.

w1 2 2 1 0.22 0.88 Cum.

ventilator 8 0.6 0.45 0.22 0.48 Cum.

total ded 6.90 Cum.

net total 62.40 Cum.

9 13.1.3 Sqm.

ceilling 1 11.7 - 9 105.3 Sqm.

Total 105.30 Sqm.

10 13.2.3 Sqm.

in main building 2 105 - 3.5 735 Sqm.

Deduction for door and window 20 1.2 - 2.1 50.4 Sqm.

2 3 - 2 12 Sqm.

8 1.5 - 1.35 16.2 Sqm.

4 2 - 1.2 9.6 Sqm.

total ded 88.20 Sqm.

Brick work with well brunt chimney , bricks, crushing strength not less than 25kg /sq cm and water abs or pt ion not more than 20% in foundation and plinth Cement Mortar 1:6 (1 cement : 6 sand) Extra for brick work in superstructure above floor II level for each Add @ 1% of additional floor or part thereof.

S.O.R.13.1.212mm cement plaster of mix. 1:6 (1 cement: 6 sand)

S.O.R.13.1.215 mm cement plaster of mix. 1:6 (1 cement: 6 sand)

10 13.2.3

net total 646.80 Sqm.

11 9.7.5.2 page 17 Sqm.

doors D 10 1.2 - 2.1 25.2 Sqm.

w1 2 2 - 2.1 8.4 Sqm.

total 33.60 Sqm.

Add 5% for electrification Add 3% for white washing

Total Add 1% for labour welfare tax

R/O 920500.00

RS. NINE LAKH TWENTY THOUSAND FIVE HUNDRED ONLY .

veenered flat pressed three layer or gradedwood particle board with commercial veenering on both sides confirming to is 3097 grade I

Total-

Add 5% for sanitary fittings including 500 lit tank for each quarter

ESTIMATE FOR PROPOSED HOUSE OF MIS SHIPRA MANDAL AT BENISAGAR PANNA PLOT SIZE -9.00M X 15.00M KH. NO.1863/10/1 JUJ PART

RATE AMOUNT

10 11

3.28 443

123

123 15064

3335

3335 22691

4526

4526 303269

146

146 56431

4800 169560

388 26190

2519

2248 155786

74

74 7792

88

88 56918

884

884 29702

843847

42192

25315

42192

911355

9114

SAY 920469

R/O 920500.00

RS. NINE LAKH TWENTY THOUSAND FIVE HUNDRED ONLY .

ESTIMATE FOR PROPOSED HOUSE OF SHRI HET RAM MISHRA AT BENISAGAR PANNA

FOR FIRST FLOOR OF OLD EXISTING HOUSE

SN. Particular NO. L W H/D QTY

1 2 3 4 5 6 7 8

1 5.1.1 page 6

12 15.24 0.3 0.3 16.46

15 7 0.3 0.3 9.45

staircase slab 4 2.44 1 0.15 1.46

4 2 1 0.15 1.20

staircase step 40 1 0.15 0.15 0.90

Slab 1 15.24 7 0.1 10.67

Total- 40.14

2 5.9.1 page 6

24 15.24 0.3 - 109.728

30 7 0.3 - 63

staircase slab 4 2.44 1 9.76

4 2 1 8

staircase step 80 1 0.15 12

Slab 1 15.24 7 106.68

Total- 309.17

3 40.14 0.785 - - 31.51

CSR ITEM NO.

Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering shuttering, finishing and reinforcement - R.C.C.M20

beam at top of ground floor slab at lintel level and at bottom of first floor slab slab

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete

beam at top of ground floor slab at lintel level and at bottom of first floor slab slab

S.O.R.5.16.3


4

in main building 4 15.24 0.22 3.5 46.94

5 7 0.22 3.5 26.95

total 73.89

Deductions for doors D 10 1.2 2.1 0.22 5.54

w1 2 2 1 0.22 0.88

ventilator 8 0.6 0.45 0.22 0.48

total de 6.90net tota 66.99

5 13.1.3

1 15.24 7 106.68

4 2.44 2 19.52

ceilling 4 2 - 1 8

Total 134.20

6 13.2.3

in main building 8 15.24 - 3.5 426.72

10 7 3.5 245

Deductions for doors D 10 1.2 2.1 25.2

w1 2 2 1.2 4.8

ventilator 8 0.6 0.3 1.44

total de 703.16

6.3.2 page 9



S.O.R.13.1.215 mm cement plaster of mix. 1:6 (1 cement: 6 sand)

7

doors D 10 1.2 - 2.1 25.2

w1 2 2 - 2.1 8.4

total 33.60

8

8 2.9 3.08 71.456

11.34.1 Size of Tile 50x50 cm

9

specifications : 134.20703.16

TOTAL 837.36

10 Add 5% for electrification

11 Add 3% for white washing

12

Total

Add 1% for labour welfare tax

9.7.5.2 page 17


11.34 Providing and laying polished vitrified floor tiles in

different sizes of 10mm thickness with water absorption's less

than 0.08% and conforming to IS : 15622 of approved make inall colours and shades, laid on 20mm thick cement mortar 1:4(1 cement : 4 sand) including grouting the joints with white

cement and matching pigments etc., complete.

13.37 Finishing walls with Deluxe Multi surface paint system for

interiors and exteriors using primer as per manufacturers

13.37.1 Two or more coats applied @ 1.25 ltr/10 sqm. Over and including one coat of Special primer applied @0.75 ltr / 10 sqm.


R/O

RS. EIGHT LAKH SEVEN THOUSAND ONLY .

ESTIMATE FOR PROPOSED HOUSE OF SHRI HET RAM MISHRA AT BENISAGAR PANNA

FOR FIRST FLOOR OF OLD EXISTING HOUSE

UNIT RATE AMOUNT

9 10 11

4526

Cum.

Cum.

Cum.

Cum.

Cum.

Cum.

Cum 4526 181679

Sqm. 146

Sqm.

Sqm.

Sqm. 146 45139

Qtl. 4800 151248

Cum. 2519

Cum.

Cum.

Cum.

Cum.

Cum.

Cum.

Cum.

Cum. 2248 105519

Sqm. 74

Sqm.

Sqm. 74 9931

Sqm. 88

Sqm.

Sqm.

Sqm.

Sqm.

Sqm.

Sqm. 88 61878

Sqm. 884

Sqm.

Sqm.

Sqm. 884 29702

Sqm. 868

868 62024

Sqm. 71 59453

706572

35329

21197

35329

798426

7984

SAY 806411

807000

RS. EIGHT LAKH SEVEN THOUSAND ONLY .

R/O 920500.00

ESTIMATE FOR PROPOSED HOUSE OF RAMASHANKAR RAIKWAR AT VILL. JANAKPUR PANNA PLOT SIZE -15.00M X 12.00M KH. NO.103/2/1/14

SN. Particular NO. L W

1 2 3 4 5 6

1 2.2 PAGE 1 1 15 12


21 1.8 1.8

3 4.1.1.4 page 4

Columns 21 1.8 1.8

4 5.1.1 page 6

Column s footing( 1x1+.22x.22)/2=.524 21 1.6 1.6

Columns up to plinth level 21 0.22 0.22

Columns up to roof level 18 0.22 0.22

beam at plinth level 1 90 0.3

Chhajjas 1 20 0.6

Slab 1 15 10.7

PORCH 1 4 3

5 5.9.1 page 6

for columns in main building 18 4 0.22

for beam at plinth level 1 105 0.6

for beam at roof level 1 105 0.66

for beab at door level 1 105 0.66

for chhajjas 1 20 0.75

for slab 1 15 10.7

CSR ITEM NO.


for columns Filling foundation - providing and laying in

position cement concrete of M- 10 Grade with 20mm nominal size graded stone aggregate



5 5.9.1 page 6

PORCH AND STAIR 1 4 3

6 74.39 0.785 -

7

rooms 1 14.2 9.5

8

in main building 5 9.5 0.224 15 0.222 1.52 0.221 15 0.22

Deductions for doors D 11 1.2 2.1

w1 6 2 1

ventilator 10 0.6 0.45MAIN GATE 1 3 1.8

S.O.R.5.16.3


S.O.R.2.27 Supplying and filling in plinth with hard Murom/hard copra under floors including watering ramming consolidating and dressing completeMurom Fillay-

S O R 6.3.2

page 9


9 13.1.3

in main building 10 9.5 -8 15 -4 1.52 -2 15 -2 15 -

Deductions for doors D 22 1.2 -

w1 12 2 -

ventilator 20 0.6 -

MAIN GATE 2 3 -

1 15


. S.O.R 11.34.1

Providing and laying polished vitrified floor tiles indifferent sizes of 10mm thickness with water absorption's lessthan 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4cement and matching pigments etc., complete. Size of Tile 50x50 cm

13.34.1 PAGE 102

Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10sqm) over and including basecoat of water proofing cement paint applied @ 2.20kg/10 sqm

WALLS 2 9.5

2 15

4 1.52

2 15

DEDUCTION FOR DOORS WINDOW

1 1.2

2 3

2 2.1

NET TOTAL

11

DOOR 11 1.2 -w1 6 2.1 -

LUMPSUM

LUMPSUM


13.37.1 PAGE 102

Finishing walls with Deluxe Multi surface paint system forinteriors and exteriors using primer as per manufacturersspecifications : Two or more coats applied @ 1.25 ltr/10 sqm. overand including one coat of Special primer applied @0.75 ltr / 10 sqm.

1042.8-218.08=82

4.72

9.7.5.2 page 17


SUPPLYING AND FIXING OF STEEL MAIN GATE AND GRILL FOR WINDOWS AND VENTILATORS

CONSTRUCTION OF WATER HARVESTING TANK Total-


RS. FORTEEN LAKH LAKH SEVENTY THREE THOUSAND ONLY .


ESTIMATE FOR PROPOSED HOUSE OF RAMASHANKAR RAIKWAR AT VILL. JANAKPUR PANNA PLOT SIZE -15.00M X 12.00M KH. NO.103/2/1/14

H/D QTY UNIT RATE AMOUNT

7 8 9 10 11

- 180 Sqm. 3.28 590

1.8 122.47 Cum. 123 15064

3335

0.1 6.80 Cum. 3335 22691

4526

0.8 43.01 Cum.

1.75 1.78 Cum.

3.5 3.05 Cum.

0.3 8.10 Cum.

0.1 1.20 Cum.

0.1 16.05 Cum.

0.1 1.20 Cum.

Total- 74.39 Cum 4526 336671

Sqm. 146

4.6 72.864 Sqm.

- 63 Sqm.

- 69.3 Sqm.

69.3 Sqm.

- 15 Sqm.

- 160.5 Sqm.

12 Sqm.

Total- 461.96 Sqm. 146 67447

- 58.40 Qtl. 4800 280302

0.5 67.45 Cum.

Total- 67.45 Cum. 388 26171

Cum. 2519

3.5 36.58 Cum.

3.5 46.20 Cum.

1.8 1.20 Cum.

1.8 5.94 Cum.

total 89.92 Cum.

0.22 6.10 Cum.

0.22 2.64 Cum.

0.22 0.59 Cum.

0.22 1.19

total ded 10.52 Cum.

net total 79.40 Cum. 2519 92132

Sqm. 88

3.5 332.50 Sqm.

3.5 420.00 Sqm.

1.8 10.94 Sqm.

10.7 321.00 Sqm.

1.8 54.00 Sqm.

total 1138.44 Sqm.

2.1 55.44 Sqm.

1 24.00 Sqm.

0.45 5.40 Sqm.

1.8 10.80 Sqm.

total ded 95.64 Sqm.

net total 1042.80 Sqm. 88 91767

12 180.00 Sqm. 868 156240

Sqm. 105

3.5 66.50 Sqm.

3.5 105.00 Sqm.

1.8 10.94 Sqm.

1.8 54.00 Sqm.

TOTAL 236.44 Sqm.

2.1 2.52 Sqm.

1.8 10.80 Sqm. 824.721.2 5.04 Sqm.

TOTAL 18.36 Sqm.

NET TOTAL 218.08 Sqm. 105 22899

824.72 Sqm. 71 58555

Sqm. 884

2.1 27.72 Sqm.

1.2 15.12 Sqm.

total 42.84 Sqm. 884 37871

2000.00 KG 58.4 116800

25000

1350199

67510

40506

67510

1458215

14582

SAY 1472797

R/O 1473000.00

RS. FORTEEN LAKH LAKH SEVENTY THREE THOUSAND ONLY .

ESTIMATE FOR PROPOSED HOUSE OF SANJAY KUMAR AGRAWAL AT BENISAGAR MOHALLA PANNA PLOT SIZE -16.00M X 11.40M KH. NO.2446 JUJ

SN. Particular NO. L W H/D QTY UNIT

1 2 3 4 5 6 7 8 9

1 2.2 PAGE 1 1 16 11.4 - 182.4 Sqm.


21 1.8 1.8 1.8 122.47 Cum.

3

Columns 21 1.8 1.8 0.1 6.80 Cum.

4 5.1.1 page 6




beam at plinth level 1 96 0.3 0.3 8.64 Cum.

Chhajjas 1 20 0.6 0.1 1.20 Cum.

Slab 1 15 10.7 0.1 16.05 Cum.

Total- 73.73 Cum

5 5.9.1 page 6 Sqm.


for beam at plinth level 1 105 0.6 - 63 Sqm.

for beam at roof level 1 105 0.66 - 69.3 Sqm.

for beab at door level 1 105 0.66 69.3 Sqm.

for chhajjas 1 20 0.75 - 15 Sqm.

for slab 1 15 10.7 - 160.5 Sqm.

STAIR 1 5.4 2.4 12.96 Sqm.

Total- 462.92 Sqm.

CSR ITEM NO.


for columns 4.1.1.4 page

4Filling foundation - providing and laying in position cement concrete of M- 10 Grade with 20mm nominal size graded stone aggregate



6 73.73 0.785 - - 57.88 Qtl.

7

rooms 1 14.2 9.5 0.5 67.45 Cum.

Total- 67.45 Cum.

8 Cum.

in main building 5 10.6 0.22 3.5 40.81 Cum.

4 16 0.22 3.5 49.28 Cum.

2 1.52 0.22 1.8 1.20 Cum.

1 16 0.22 1.8 6.34 Cum.

total 97.63 Cum.


w1 11 2 1 0.22 4.84 Cum.

ventilator 11 0.6 0.45 0.22 0.65 Cum.

MAIN GATE 1 2.4 1.8 0.22 0.95

total d 15.87 Cum.

net tot 81.76 Cum.

9 13.1.3 Sqm.

S.O.R.5.16.3


S.O.R.2.27


S O R 6.3.2

page 9



9 13.1.3

in main building 10 9.5 - 3.5 332.50 Sqm.

8 15 - 3.5 420.00 Sqm.

4 1.52 - 1.8 10.94 Sqm.

2 15 - 10.7 321.00 Sqm.

2 15 - 1.8 54.00 Sqm.

total 1138.44 Sqm.

Deductions for doors D 34 1.2 - 2.1 85.68 Sqm.

w1 22 2 - 1 44.00 Sqm.

ventilator 22 0.6 - 0.45 5.94 Sqm.

MAIN GATE 2 2.4 - 1.8 8.64 Sqm.

total d 144.26 Sqm.

net tot 994.18 Sqm.

10 1 17 12 204.00 Sqm.

11 Sqm.

WALLS 2 10.6 3.5 74.20 Sqm.

2 16 3.5 112.00 Sqm.

4 1.52 1.8 10.94 Sqm.

2 15 1.8 54.00 Sqm.

TOTAL 251.14 Sqm.

DEDUCTION FOR DOORS WINDOW

1 1.2 2.1 2.52 Sqm.

2 3 1.8 10.80 Sqm.

2 2.1 1.2 5.04 Sqm.

TOTAL 18.36 Sqm.

NET TOTAL 232.78 Sqm.

. S.O.R 11.34.1


13.34.1 PAGE 102


12 905.66 Sqm.

13 Sqm.

DOOR 17 1.2 - 2.1 42.84 Sqm.

w1 11 2.1 - 1.2 27.72 Sqm.

total 70.56 Sqm.

14



R/O 1404000.00

RS. FORTEEN LAKH FOUR THOUSAND ONLY .

13.37.1 PAGE 102

Finishing walls with Deluxe Multi surface paint system forinteriors and exteriors using primer as per manufacturersspecifications : Two or more coats applied @ 1.25 ltr/10 sqm. overand including one coat of Special primer applied @0.75 ltr / 10 sqm.

1138.44-232.78=905.6

6

9.7.5.2 page 17


CONSTRUCTION OF WATER HARVESTING TANK

LUMPSUM

Total-



RATE AMOUNT

10 11

3.28 598

123 15064

3335

3335 22691

4526

4526 333683

146

146 67587

4800 277815

388 26171

2519

2519 102800

88

88 87488

868 177072

105

105 24442

71 64302

884

884 62375

25000

1287089

64354

38613

64354

1390056

13901

SAY 1403957

R/O 1404000.00

RS. FORTEEN LAKH FOUR THOUSAND ONLY .


SN. Particular NO. L W H/D QTY

1 2 3 4 5 6 7 8

1 1 16 11.4 - 182.4

2 earth work in excavation in all kinds of soil

21 1.8 1.8 1.8 122.47

3

Columns 21 1.8 1.8 0.1 6.80

4

Column s footing( 1x1+.22x.22)/2=.524 21 1.6 1.6 0.8 43.01

Columns up to plinth level 21 0.22 0.22 1.75 1.78

Columns up to roof level 18 0.22 0.22 3.5 3.05

beam at plinth level 1 96 0.3 0.3 8.64

Chhajjas 1 20 0.6 0.1 1.20

Slab 1 15 10.7 0.1 16.05

Total- 73.73

5

for columns in main building 18 4 0.22 4.6 72.864

for beam at plinth level 1 105 0.6 - 63

for beam at roof level 1 105 0.66 - 69.3

for beab at door level 1 105 0.66 69.3

for chhajjas 1 20 0.75 - 15

for slab 1 15 10.7 - 160.5

STAIR 1 5.4 2.4 12.96

Total- 462.92

CSR ITEM NO.

2.2 PAGE 1


2.6.1 page 1 for columns

4.1.1.4 page 4

Filling foundation - providing and laying in position cement concrete of M- 10 Grade with 20mm nominal size graded stone aggregate

5.1.1 page 6


5.9.1 page 6


6 73.73 0.785 - - 57.88

7

rooms 1 14.2 9.5 0.5 67.45

Total- 67.45

8

in main building 5 10.6 0.22 3.5 40.81

4 16 0.22 3.5 49.28

2 1.52 0.22 1.8 1.20

1 16 0.22 1.8 6.34

total 97.63

Deductions for doors D 17 1.2 2.1 0.22 9.42

w1 11 2 1 0.22 4.84

ventilator 11 0.6 0.45 0.22 0.65

MAIN GATE 1 2.4 1.8 0.22 0.95

total 15.87net to 81.76

9

10 Add 5% for electrification 11 Add 3% for white washing 12

S.O.R.5.16.3


S.O.R.2.27


S O R 6.3.2

page 9 Brick work with well brunt chimney , bricks, crushing strength not less than 25kg /sq cm and water abs or pt ion not more than 20% in foundation and plinth Cement Mortar 1:6 (1 cement : 6 sand) Extra for brick work in superstructure above floor II level for each Add @ 1% of additional floor or part thereof.

CONSTRUCTION OF WATER HARVESTING TANK

LUMPSUM

Total-



RS. NINE LAKH FIFTY ONE THOUSAND ONLY .


UNIT RATE AMOUNT

9 10 11

Sqm. 3.28 598

Cum. 123 15064

3335

Cum. 3335 22691

4526

Cum.

Cum.

Cum.

Cum.

Cum.

Cum.

Cum 4526 333683

Sqm. 146

Sqm.

Sqm.

Sqm.

Sqm.

Sqm.

Sqm.

Sqm.

Sqm. 146 67587

Qtl. 4800 277815

Cum.

Cum. 388 26171

Cum. 2519

Cum.

Cum.

Cum.

Cum.

Cum.

Cum.

Cum.

Cum.

Cum.

Cum. 2519 102800

25000

871410

43570

26142

43570

941122

9411

SAY 950534

R/O 951000.00

RS. NINE LAKH FIFTY ONE THOUSAND ONLY .

ESTIMATE FOR PROPOSED HOUSE OF GIRISH PARNAMI AT RANIGANJ MOHALLA PANNA PLOT SIZE -3.00M X 7.60M HOUSE NO. 315/1 WARD NO. OLD 14

SN. Particular NO. L W H/D QTY UNIT

1 2 3 4 5 6 7 8 9

1 2.2 PAGE 1 1 3 7.6 - 22.8 Sqm.


6 1.8 1.8 1.8 34.99 Cum.

3 4.1.1.4 page 4

Columns 6 1.8 1.8 0.1 1.94 Cum.

4 5.1.1 page 6




beam at plinth level 1 21.5 0.3 0.3 1.94 Cum.

Chhajjas 1 3.3 0.6 0.1 0.20 Cum.

Slab 1 3.3 8.5 0.1 2.81 Cum.

Total- 18.75 Cum

CSR ITEM NO.


for columns Filling foundation - providing and laying in position cement

concrete of M- 10 Grade with 20mm nominal size graded stone aggregate


5 5.9.1 page 6 Sqm.


for beam at plinth level 1 21.5 0.6 - 12.9 Sqm.

for beam at roof level 1 21.5 0.66 - 14.19 Sqm.

for chhajjas 1 3.3 0.75 - 2.475 Sqm.

for slab 1 3.3 8.5 - 28.05 Sqm.

STAIR 1 5.4 2.4 12.96 Sqm.

Total- 94.86 Sqm.

6 18.75 0.785 - - 14.72 Qtl.

7

rooms 1 3 7 0.5 10.50 Cum.

Total- 10.50 Cum.

8 Cum.

in main building 1 21.5 0.22 3.5 16.56 Cum.


S.O.R.5.16.3


S.O.R.2.27 Supplying and filling in plinth with hard Murom/hard copra under floors including watering ramming consolidating and dressing completeMurom Fillay-

S O R 6.3.2

page 9


8

total 16.56 Cum.


ventilator 2 0.6 0.45 0.22 0.12 Cum.

total ded 1.09 Cum.

net total 15.47 Cum.

9 1 3 7 21.00 Sqm.

10 Sqm.

WALLS 2 7.6 3.5 53.20 Sqm.

2 3 3.5 21.00 Sqm.

TOTAL 74.20 Sqm.

DEDUCTION FOR DOOR 1 2.1 2.1 4.41 Sqm.

TOTAL 4.41 Sqm.

NET TOTAL 69.79 Sqm.

S O R 6.3.2

page 9

. S.O.R 11.34.1


13.34.1 PAGE 102


11 69.79 69.79 Sqm.

12 1 2.1 2.1 0 4.41 Sqm.

total 4.41 Sqm.

13.37.1 PAGE 102

Finishing walls with Deluxe Multi surface paint system forinteriors and exteriors using primer as per manufacturersspecifications : Two or more coats applied @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @0.75 ltr / 10 sqm.

10.6.3 PAGE 71

Supplying and fixing rolling shutters of approved make, made ofrequired size M.S. laths interlocked together through their entirelength and jointed together at the end by end locks mounted onspecially designed pipe shaft with brackets, side guides andarrangements for inside and outside locking with push and pulloperation complete including the cost of providing and fixingnecessary 27.5cm long wire springs grade No.2 and M.S. topcover of required thickness for rolling shutters.10.6.3 80x0.90 mm M.S. laths with 0.90 mm thick topcover.Sqm 999.00

Total

RS. TWO LAKH SIXTY ONE THOUSAND ONLY .

Total-

ESTIMATE FOR PROPOSED HOUSE OF GIRISH PARNAMI AT RANIGANJ MOHALLA PANNA PLOT SIZE -3.00M X 7.60M HOUSE NO. 315/1 WARD NO. OLD 14

RATE AMOUNT

10 11

3.28 75

123 4304

3335

3335 6483

4526

4526 84865

146

146 13850

4800 70650

388 4074

2519

2519 41702

868 18228

105

105 7328

71 4955

999

999 4406

260920

260920

SAY 261000

RS. TWO LAKH SIXTY ONE THOUSAND ONLY .

Documents

ESTIM -HET.xlsx