ESTIMATE OF WORKING PLAN, SAGAR CONSERVATOR OF FOREST OFFICE

REVISED ESTIMATE OF WORKING PLAN, SAGAR CONSERVATOR OF FOREST OFFICE ( TOTAL AREA = 3875 Sq.ft. + Gallary 1034 sq.ft.+ Porch 243 sq.ft )

1.C/C length of walls =22.5x2 +15.75x2+54.25x1+

23.5x4+21.5x6+33.25x1+ 19.75x1

1775x1 + 11.5x1+ 7.0x 1+ 16.5x4+8.5x1 running feet.

=633.61 running feet

=193 running meter

2No. of columns in main bulding =54

4. Size of each column =12 inches x 9 inches

5 Plinth =0.5 meter above ground level

6.Beam at plinth level =9 inches x 12 inches

7.Beam at door level =9 inches x 6 inches

8 Beam at slab level =9 inches x 15 inches

9. thkckness of slab =5 inches

Estimate of different works.

1.Excavation:

(i)for columns =54zx1.0x1.0x1.2 meter

=64.80 cubic meter

(ii)for walls =(157.734 - 104x0.5) x 0.3 x 0.5 +

(19.50 8 x 0.5 ) x 0.3 x 0.5

=22.00 cubic meter

(iii)Total excavation =86.80 cubic meter

2. filling Foundation with 1:3:6 ( M-10) cement concrete

(i)For columns =54x 1.0 x 1.0 x 0.1

=5.40 Cubic meter

(ii)For Walls =157.734 x 0.3 x 0.1 +19.5 x 0.3 x 0.1

=5.31 cubic meter

(iii) for flooring in rooms =481.80 x 0.1

=37.47 cubic meter

(v) Total CC =48.18 cubic meter

R.C.C work in 1:1.5:3 ( M-20) in columns, beams, chajjas & slab:

(i)columns footing =54 x ( 1x 1+8.30 x 0.22) /2x0.3

=8.63 cubic meter

(ii)Columns up to plinth level =54 x 1.2x 0.3ox 0.22

=4.27 cubic meter

(iii) Column up to roof level =54 x 3.5 x 0.30 x 0.22

=11.93 cubic meter

(iv)Beam at plinth level =193 x0.22 x 0.22

=9.34 cubic meter

(v) Beam at door level =193 x 0.22 x 0.15

=6.36 cubic meter

(vi) Beam at slab level =193x 0.22 x 0.37

=15.71 cubkc meter

(vii)Chhajja =8x 0.6 x 1.5 x 0.1 = 0.72

Doors Chhajjas =1 x 0.60 x 1.50x 0.10= 0.09

(viii)slab =484.52x 0.125 = 6056

Cuirtail wall=1 x 45.99 x 0.22 x 0.75 = 7.58

(ix) In stair case =10 x 1.05 x 0.1

=1.05 cubic meter

TOTAL R.C.C. =126.24 Cubic Meter

4. Steel required in R.c. = 1.75 % of volume of RCC

- 128.24 x 1.75x 78.50 =17616 kg

5.Masonry in foundation/plinth = 193 x 0.22 x 3.35 = 142.24

+ Superstructure

(ii)Deduction for doors/ windows=10x 1.05 x 0.22 x 2.10 = 4.85

doors 4 x 0.75 x 0.22 x 2.10 = 1.38

Windows =10x 1.50x 0.22x 1.35 = 4.45

Windows 1 x 1.00 x 0.22 x 1.20 = 0.24

7 x 1.50 x 0.22 x 1.25 = 2.88

Total Deduction =13.80 Cubic Meter

Net Quantity =128.44 Cubic Meter

(iii) Masonry in staircase tower=2 x ( 6.e +2.25)x 2.1x0.22

=7.900 cubic meter

(iv) Masonry in parapet wall =80.00 x 0.75x 0.22 = 13.20

Total Masonry =149.54 Cubic Meter

7.Plaster in 1:6 cement mortar

(i) In main bulding/ courtyard =2 x 193.00 x 3.94 = 1524.70

(ii) In parapet wall= 2x 8.00 x 0.75 = 120

(iii) In roof =480 Sq.mtrs

Total Plaster =2124.70 Sq.mtr.

(iv) Deduction for doors/ windows =2 x ( 10x 1.05x 2.10 ) = 44.10

2 x ( 4 x 0.75 x 2.10 _ = 12.60

Windows =2 x 10 x 1.50 x 1.35 = 40.50

Windows =7 x 2.00 x 1.50 x 1.25 = 26.25

Windows =2 x 1.00 x 1.20 = 2.40

Total Deduction =125.85 Sqr. mtr.

(v) Total plaster =1998.85 Sqr. mtr.

8.Centering and shuttering

(i) for columns =54 x 1.07 x 5.00 =

=288.90 Sqr Mtr.

(ii) For beam at plinth level =( 193.00 + 19.5) x 0.45

=86.85 square meter

(iii) for beam at door level =193 x 0.686

=132.39 Square meter

(iv) For beam at roof level =191.07 x 0.99

=175.461 square meter

(v) For Chajja s -8 x 0.6 x 1.5

=7.200 square meter

(vi) for slab =592/60 square meter

(vii) Total shuttering =1188.00 + 112.00 = 1300 Square meter

9.Filling foundation with moorum =456.22 x 0.50

=228.11 Sqr. mtr.

10wood required for frames =0.0635 x 0.127 ( 10x 5.25 +4x 4.95 )

Windows =10x 7.0+ 7x 6.75 + 1x 4.40

=194.45 x 0.065 x 0.127 1.56 Cum

11.Frame work for doors/ window =10 x 1.05 x 2.10 = 40.57

4 x 0.80 x 2.10 = 6.72

=10 x 1.50x 1.35 = 20.25

=7 x 1.50 x 1.25 = 13.12

=1 x 1.00 x 1.20 = 1.20

=81.86 Sq.Mtre

12 Tiles Flooring =481.80 Sq.m

ESTIMATE OF EXPENDITURE

Sr. CSR Item No. Description of the work Quantity rate in Rs. amount

1 2.2 page 1 Clearning jungle including uprooting of rank vegetation grass, brush wood etc. 700 sq. mtr 3.28 per sq. m 2296

22.6.1,page 1 Earth work in excavatin in all kinds of soil 86.80 cum 123 per cu.m 10676

34.1.1.4, page 4 filling foundations Providing ad laying in positon cement concrete of M-10 grade with 2p mm nominal size graded stone aggregalte48.18 cum 3335 per cum 160680

4 5.1.1, page 6 Providing and laying in positon M-20 grad of reinforced cement concrete with wp0 mm nominal size graded stone aggregate excluding cost of centering / shuttering/ steel 126.24 cum 4526 per cu.m 571362

5 5.16.6, page 7 reinforcement for RCC work including straightening cutting, bending etc with TMT bars 17616 Kg 48 per kg 84556

6 6.3.1, page 9 Brick work with well burnt Chimney bricks with crushing strength not less than 25 kg/sq.cm and absorption not more than 20% in 1:6 cement mortar 149.54 cum 3888 per 581411

713.3.2. Page 47 20 mm thick cement plaster in 1:6 cement mortar 1998.85 sqm 130 per sqm 259850

85.9.1, page 6 Centering and shuttering including removal in beams, columns, slab etc. 1300 sqm 146 per sq.m 189800

92.27,page 3 Supplying and filling in plinth with hard moorum including ramming, watering etc. 228.11 cum388 per cum 88506

109.1.1, page 16 Providing wood work in frames of doors/windows and fixed in position with second class teak wood 1.66 cum 68608 per cu.m 113889

11 9.5.1.1., page 16 Providing and fixing panelled shutters for doors & windows with second class teak wood, 35 mm thick shutters. 81.867 Sqm 2279 per sq.m 186559

12 11.34.2, Page 40 providing and laying polished vitrified floor tiles with tile size of 6p0 cms x 6p0 cms481.80 Sqm 1102 per sq.m530943

13Cost of window grills 600 kg 75 per kg 45000

14Cost of septic tank of size 6 feet x 5 feet x 4 feet = 1 No LS 30000

15 Total Total 2855528

16Add 6% for electrification 171331

17 Add 9% for sanitary fittings including 2500 liter tank 256997

18 Add for tile work in bath/ toilets L.S. 33000

19 Add 7% for white washing ( with 2 coats of centent based putty and emulsion 199906

20 Add for 20 feet long, 7 feet high and 20 inches deep almirah in 3 office rooms and one in store room L.S. 95000

21 Cost of 1 AC + 15 fans L.S. 100000

22 aDD FOR AQUAGUARD + WATER COOLER L.S. 50000

23Add for painatery under stair case L.S. 28000

24 Add for railing for staircase L.S. 45000

25Total 3834762.00

26 Add 10% fior market achievement --383476

27 Add Engineer+ Architect charges40000

G.Total 42,58,238.00

Say Rs. 42,58,000.00

( Total cost for construction is Rs. 42,58,000/- ( Forty two lakhs fifty eight thousand only )

Dated

Prepared by