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| ESTIMATE FOR PROPOSED BUILDING BELONGING TO- |
| Mr. Shivkumar
Suryavanshi S/O Anup Suryavanshi |
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GROUND FLOOR DETAILS --------------- |
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| S.NO. |
ITEMS |
NO. |
L. |
B. |
D./H. |
QTY |
|
RATE |
AMOUNT |
| 1 |
Excavation in all types of soils
for |
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all types and sizes of foundations |
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and drains including disposal of |
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| |
excavated stuff upto 50m.lead and |
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a lift upto 1.50m.including dress- |
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| |
ing and levelling of pits and dispo- |
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| |
sed stuff as directed by Engineer- |
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| |
in -Charge. |
10 |
2.50 |
2.00 |
3.10 |
155.00 |
cum. |
185.00 |
28675.00 |
| |
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| 2 |
Providing and filling in plinth with |
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sand/Crusher dust and hard moo- |
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| |
rum under floor, including watering |
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| |
ramming,consolidatin,dressing |
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and cost of all labour,material,T& |
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| |
P etc. complete required for the |
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| |
work. |
1 |
27.05 |
sqm. |
1.75 |
47.34 |
cum. |
337.00 |
15952.74 |
| |
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| 3 |
providing and laying mechanically |
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mixed cement concrete with cru- |
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shed stone aggregate(with 40mm. |
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| |
nominal size graded stone aggre- |
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| |
gate). |
10 |
1.40 |
1.25 |
0.10 |
1.75 |
cum. |
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| |
a)in foundation and plinth. |
1 |
27.05 |
sqm. |
0.10 |
2.71 |
cum. |
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| |
C)M-10 |
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total------ |
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4.46 |
cum. |
2100.00 |
9355.50 |
| |
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| 4 |
Brick work with well burnt open |
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bhatta crushing strength not less |
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then 20kg./sqcm. And water abs- |
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orption not more then 25% in |
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foundation and plinth. |
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| |
a) Cement Mortar 1:8(1 Cement: |
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| |
8 Sand) (9"Thick) |
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20.72 |
0.23 |
3.35 |
15.96 |
cum. |
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| |
4.5"Thick |
|
1.00 |
0.12 |
3.35 |
0.40 |
cum. |
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| |
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total |
16.37 |
cum. |
1955.00 |
31997.02 |
| |
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| 5 |
R.C.C. Providing and laying |
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mechanically mixed reinfoced |
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cement concrete excluding cente- |
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ring, shuttering and reinforcement |
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| |
in foundation, plinth and |
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| |
in superstructure upto a height of |
10 |
1.20 |
1.20 |
0.25 |
3.6 |
cum. |
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| |
4.0m above plinth level.
Fotings |
10 |
|
1.20 |
0.30 |
3.60 |
cum. |
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| |
columns |
10 |
0.23 |
0.30 |
7.00 |
4.83 |
cum. |
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| |
plinth beam |
1 |
25.00 |
0.23 |
0.35 |
2.01 |
cum. |
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| |
SLAB beam |
1 |
25.00 |
0.24 |
0.35 |
2.10 |
cum. |
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| |
slab |
1 |
27.05 |
sqm. |
0.13 |
3.52 |
cum. |
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| |
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total------ |
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19.66 |
cum. |
3863.00 |
75942.72 |
| |
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| 6 |
Providing and placing in position |
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cold twisted steel and hot rolled |
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deformed steel reinforcement for |
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| |
R.C.C.work including cutting , bend- |
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| |
ing , binding
etc.complete as per |
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| |
deawings including cost of binding |
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| |
wire and including all wastages etc. |
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|
1364.00 |
kg. |
42.00 |
57288.00 |
| |
complete. |
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|
5200.00 |
kg. |
42.00 |
218,400.00 |
| |
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| 7 |
Internal plaster-12mm thick |
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plaster d)In Cement Mortar 1:6 |
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(1 Cement : 6Sand) |
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| |
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| 8 |
External plaster- b)In Cement Mo- |
1 |
20.72 |
3.70 |
|
76.66 |
sqm. |
93.00 |
7129.75 |
| |
rtar 1:4(1Cement:4Sand) |
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| 9 |
Rolling Shutter |
|
0.00 |
0.00 |
|
1.00 |
No. |
25000.00 |
25000.00 |
| |
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| |
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| 10 |
Providing and fixing in position |
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| |
polished Marble stone25mm thick |
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| |
flooring of any pattern over & incl- |
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| |
uding 20mm thick cement mortar |
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| |
in CM1:6 including cement flot |
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| |
and filling joints with neat cement |
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| |
slurry mixed with pigment to mat- |
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| |
ch the shade of stone with finish- |
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| |
ing, polishing, grinding and clean- |
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|
| |
ing etc.complete including cost |
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| |
of all materials labour T&P and |
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| |
running and hire charges of all |
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|
| |
machineries etc. running and hire |
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| |
charges of all machineries etc. |
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|
|
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| |
required for the work at all heights. |
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|
|
37.00 |
sqm. |
1400.00 |
51,800.00 |
| |
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| 11 |
Intrenal painnting- with synthetic |
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| |
enamal paint on new work over |
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| |
and including an under coat of |
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| |
suitable shade without priming coat |
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| |
to give an even shade. |
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|
102.59 |
sqm. |
75.00 |
7694.25 |
| |
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| 12 |
External painting-with white |
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| |
cement two or more coats on |
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| |
work. |
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|
82.50 |
sqm. |
65.00 |
5362.50 |
| |
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| 13 |
polishing- on shutter |
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two or more coats. |
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|
0.00 |
sqm. |
65.00 |
0.00 |
| |
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| |
FIRST FLOOR DETAILS
--------------- |
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| |
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| 1 |
Brick work with well burnt open |
|
|
|
|
|
|
|
|
| |
bhatta crushing strength not less |
|
|
|
|
|
|
|
|
| |
then 20kg./sqcm. And water abs- |
|
|
|
|
|
|
|
|
| |
orption not more then 25% in |
|
|
|
|
|
|
|
|
| |
foundation and plinth. |
|
|
|
|
|
|
|
|
| |
a) Cement Mortar 1:8(1 Cement: |
|
|
|
|
|
|
|
|
| |
8 Sand) (9"Thick) |
|
55.00 |
0.23 |
2.35 |
29.73 |
cum. |
|
|
| |
4.5"Thick |
|
12.00 |
0.12 |
2.35 |
3.38 |
cum. |
|
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| |
|
|
|
|
total |
33.11 |
cum. |
1955.00 |
64732.98 |
| |
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| 2 |
R.C.C. Providing and laying |
|
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|
|
| |
mechanically mixed reinfoced |
|
|
|
|
|
|
|
|
| |
cement concrete excluding cente- |
|
|
|
|
|
|
|
|
| |
ring, shuttering and reinforcement |
|
|
|
|
|
|
|
|
| |
in foundation, plinth and |
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|
|
|
|
|
|
| |
in superstructure upto a height of |
5 |
1.20 |
1.20 |
0.25 |
1.8 |
cum. |
|
|
| |
4.0m above plinth level.
Fotings |
5 |
|
1.20 |
0.30 |
1.80 |
cum. |
|
|
| |
columns |
10 |
0.23 |
0.30 |
5.00 |
3.45 |
cum. |
|
|
| |
plinth beam |
1 |
0.00 |
0.23 |
0.30 |
0.00 |
cum. |
|
|
| |
SLAB beam |
1 |
53.00 |
0.24 |
0.30 |
3.82 |
cum. |
|
|
| |
slab |
1 |
74.41 |
sqm. |
0.13 |
9.67 |
cum. |
|
|
| |
|
|
|
total------ |
|
20.54 |
cum. |
3863.00 |
79343.32 |
| |
|
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|
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| 3 |
Providing and placing in position |
|
|
|
|
|
|
|
|
| |
cold twisted steel and hot rolled |
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|
|
|
|
|
|
| |
deformed steel reinforcement for |
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|
|
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|
|
| |
R.C.C.work including cutting , bend- |
|
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|
|
|
|
|
|
| |
ing , binding
etc.complete as per |
|
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|
|
|
|
|
|
| |
deawings including cost of binding |
|
|
|
|
|
|
|
|
| |
wire and including all wastages etc. |
|
|
|
|
|
|
|
|
| |
complete. |
|
|
|
|
2803.00 |
kg. |
42.00 |
117,726.00 |
| |
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|
|
| 4 |
Internal plaster-12mm thick |
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|
|
|
|
| |
plaster d)In Cement Mortar 1:6 |
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|
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| |
(1 Cement : 6Sand) |
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| |
|
2 |
9.67 |
|
3.15 |
80.26 |
sqm. |
|
|
| |
ROOM |
1 |
3.00 |
2.65 |
|
7.95 |
sqm. |
|
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| |
|
2 |
6.65 |
|
3.15 |
55.20 |
sqm. |
|
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| |
TOILET |
1 |
3.00 |
1.20 |
|
3.60 |
sqm. |
|
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| |
|
2 |
4.20 |
|
3.15 |
34.86 |
sqm. |
|
|
| |
ROOM |
1 |
3.00 |
2.45 |
|
7.35 |
sqm. |
|
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| |
|
2 |
6.45 |
|
3.15 |
53.54 |
sqm. |
|
|
| |
TOILET |
1 |
3.00 |
1.20 |
|
3.60 |
sqm. |
|
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| |
|
2 |
4.20 |
|
3.15 |
34.86 |
sqm. |
|
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| |
|
|
|
|
|
|
|
|
|
| |
|
|
|
|
|
281.21 |
|
80.00 |
22496.88 |
| |
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| |
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|
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|
|
|
| 5 |
External plaster- b)In Cement Mo- |
1 |
50.00 |
3.70 |
|
185.00 |
sqm. |
93.00 |
17205.00 |
| |
rtar 1:4(1Cement:4Sand) |
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| |
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| |
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| 6 |
Providing wood work in feames of |
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| |
doors, windows, clearestory windows |
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| |
|
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|
total------ |
|
#REF! |
sqm. |
35.00 |
|
| |
window and other feames wrought |
|
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| |
framed and fixed in position. |
|
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|
| |
a)other wood D |
0 |
0.13 |
0.06 |
5.48 |
0.00 |
cum. |
|
|
| |
D |
3 |
0.10 |
0.06 |
5.18 |
0.09 |
cum. |
|
|
| |
D1 |
2 |
0.10 |
0.06 |
5.03 |
0.06 |
cum. |
|
|
| |
W |
3 |
0.13 |
0.06 |
5.94 |
0.14 |
cum. |
|
|
| |
V |
7 |
0.10 |
0.06 |
2.10 |
0.09 |
cum. |
|
|
| |
|
|
|
total------ |
|
0.38 |
cum. |
59063.00 |
22490.95 |
| |
|
|
|
|
|
|
|
|
|
| 7 |
Providing and fixing 25mm. Thick |
|
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| |
panelled, glazed or panelled and glaz- |
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|
| |
ed shutters for doors, windows, clere- |
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| |
story windows I/c M.S but hinges. |
|
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|
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| |
|
0 |
1.20 |
|
2.10 |
0.00 |
sqm. |
|
|
| |
D |
3 |
0.90 |
|
2.10 |
5.67 |
sqm. |
|
|
| |
D2 |
2 |
0.75 |
|
2.10 |
3.15 |
sqm. |
|
|
| |
W |
3 |
1.20 |
|
1.80 |
6.48 |
sqm. |
|
|
| |
V |
7 |
0.60 |
|
0.45 |
1.89 |
sqm. |
|
|
| |
|
|
|
total------ |
|
17.19 |
sqm. |
2650.00 |
45553.50 |
| |
|
|
|
|
|
|
|
|
|
| 8 |
Providing and fixing in position |
|
|
|
|
|
|
|
|
| |
polished Marble stone25mm thick |
|
|
|
|
|
|
|
|
| |
flooring of any pattern over & incl- |
|
|
|
|
|
|
|
|
| |
uding 20mm thick cement mortar |
|
|
|
|
|
|
|
|
| |
in CM1:6 including cement flot |
|
|
|
|
|
|
|
|
| |
and filling joints with neat cement |
|
|
|
|
|
|
|
|
| |
slurry mixed with pigment to mat- |
|
|
|
|
|
|
|
|
| |
ch the shade of stone with finish- |
|
|
|
|
|
|
|
|
| |
ing, polishing, grinding and clean- |
|
|
|
|
|
|
|
|
| |
ing etc.complete including cost |
|
|
|
|
|
|
|
|
| |
of all materials labour T&P and |
|
|
|
|
|
|
|
|
| |
running and hire charges of all |
|
|
|
|
|
|
|
|
| |
machineries etc. running and hire |
|
|
|
|
|
|
|
|
| |
charges of all machineries etc. |
|
|
|
|
|
|
|
|
| |
required for the work at all heights. |
|
|
|
|
55.41 |
sqm. |
1400.00 |
77,574.00 |
| |
|
|
|
|
|
|
|
|
|
| 9 |
Intrenal painnting- with synthetic |
|
|
|
|
|
|
|
|
| |
enamal paint on new work over |
|
|
|
|
|
|
|
|
| |
and including an under coat of |
|
|
|
|
|
|
|
|
| |
suitable shade without priming coat |
|
|
|
|
|
|
|
|
| |
to give an even shade. |
|
|
|
|
414.93 |
sqm. |
75.00 |
31119.75 |
| |
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| 10 |
External painting-with white |
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| |
cement two or more coats on |
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| |
work. |
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|
198.00 |
sqm. |
65.00 |
12870.00 |
| |
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| 11 |
polishing- on shutter |
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| |
two or more coats. |
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|
17.19 |
sqm. |
65.00 |
1117.35 |
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TOTAL |
1026827.20 |
|
Add extra for Water
supply ,sanitary , and Electrification
Etc. --------- |
50000.00 |
|
Add extra for
Tower,parapet, Boundary wall Etc.
--------- |
|
58000.00 |
|
Add Extra For pop work
-------------- |
|
125000.00 |
|
Add Exrea for almirahs ------------- |
|
76300.00 |
|
Add Exrea for Elevation
Material ------------- |
67500.00 |
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|
Grand Total-- |
1403627.20 |
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|
R. O.-- |
1403000 RU. |
|
RS.- Fourteen Lakhs , Three
Thousand Rupees Only. |
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