DETAIL OF MEASUREMEN
A.N.M. MALDHAN ESTIMATE
Sl. No Item
1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual
means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on
plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soil as directed,
within a lead of 50 m.
2 Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4
coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
3 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation
7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)
4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation
7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in
Cement mortar 1:6 (1 cement : 6 coarse sand)
5 12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
Total :-
6 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be
specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved
make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick
cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @
3.3 kg/sqm including pointing the joints with white cement and matching pigment etc.,
complete.
Total :-
7 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622
(thickness to be specified by the manufacturer), of approved make, in all colours,
shades except burgundy, bottle green, black of any size as approved by Engineer-in-
Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar
1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,
including pointing in white cement mixed with pigment of matching shade complete.
Total :-
8 Providing and placing on terrace (at all floor levels) polyethylene water storage tank,
IS : 12701 marked, with cover and suitable locking arrangement and making
necessary holes for inlet, outlet and overflow pipes but without fittings and the base
support for tank.
9 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and
making good the walls etc.15 mm dia nominal bore
Total :-
10 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and
refilling etc.15 mm dia nominal bore
Total :-
10 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two
or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior
primer applied @ 2.20 kg/10 sqm)
Total :-
11 Providing and fixing brass bib cock of approved quality 15 mm nominal bore
Total :-
12 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm
sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including
flush pipe, with manually controlled device (handle lever) conforming to IS : 7231,
with all fittings and fixtures complete, including cutting and making good the walls and
floors wherever required: White Vitreous china Orissa pattern W.C. pan of size
580x440 mm with integral type foot rests
Total :-
14 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and
cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet,
joints mitred, welded and grinded finish, with profiles of required size, including fixing
of necessary butt hinges and screws and applying a priming coat of approved steel
primer. Fixing with carbon steel galvanised dash fastener of required dia and size (to
be paid for separately
Total :-
15 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a
ready mixed priming coat, both of approved quality for new work :15 mm diameter
pipe
Total :-
OF MEASUREMENT
MALDHAN ESTIMATE
Nos L. B. H/D Qty. Unit
1 x 1 14.00 0.50 0.50 3.50 Cum
1 x 1 13.00 0.50 0.50 3.25 Cum
6.75 Cum
1 x 1 14.00 0.50 0.10 0.70 Cum
1 x 1 13.00 0.50 0.10 0.65 Cum
1 x 1 2.00 0.50 0.10 0.10 Cum
1.45 Cum
1 x 1 29.00 0.35 0.40 4.06 Cum
4.06 Cum
1 x 10 0.35 0.35 1.50 1.84 Cum
1 x 1 25.50 0.23 1.50 8.80 Cum
. 10.64 Cum
1 X 2 29.00 1.65 95.70 Sqm
95.70 Sqm
1 X 3 0.90 1.50 4.05 Sqm
4.05 Sqm
3 X 2 0.90 2.10 11.34 Sqm
3 X 2 1.50 2.10 18.90 Sqm
30.24 Sqm
1 X 1 500.00 500.00 ltr
3 X 2 4.20 25.20 m
3 X 2 2.40 14.40 m
39.60 m
1 X 2 6.00 12.00 m
12.00 m
1 X 2 29.00 1.65 95.70 Sqm
95.70 Sqm
1 X 6 6.00 No.
6.00 No.
1 X 3 3.00 No.
3.00 No.
1 X 1 1.05 1.40 25.00 36.75 kg
36.75 kg
0.5 X 2 1.05 1.40 1.47 Sqm
1.47 Sqm
BILL OF QUANTITY
dk;Z dk uke& LokLF; midsUnz eky/ku fjuksos'ku dk;Z A
Sl. No Item DSR No. Qty. Unit Rate
1
Earth work in excavation by mechanical means
(Hydraulic excavator) / manual means in
foundation trenches or drains (not exceeding 1.5 2.8.1 6.75 Cum 252.30
m in width or 10 sqm on plan), including
dressing of sides and ramming of bottoms, lift
upto 1.5 m, including getting out the excavated
soil and disposal of surplus excavated soil as
directed, within a lead of 50 m.
2 Providing and laying in position cement concrete
of specified grade excluding the cost of centering
and shuttering - All work up to plinth level 1:4:8
(1 Cement : 4 coarse sand (zone-III) : 8 graded 4.1.8 1.45 Cum 5789.60
stone aggregate 40 mm nominal size)
3 Brick work with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in
foundation and plinth in Cement mortar 1:6 (1 6.1.2 4.06 Cum 6157.45
cement : 6 coarse sand)
4 Brick work with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in
superstructure above plinth level up to floor V 6.4.2 5.64 Cum 7590.45
level in all shapes and sizes in Cement mortar 1:6
(1 cement : 6 coarse sand)
5 12 mm cement plaster of mix 1:6 (1 cement: 6 fine
sand)
13.1.2 95.70 Sqm 254.25
6 Providing and laying Ceramic glazed floor tiles of
size 300x300 mm (thickness to be specified by the
manufacturer) of 1st quality conforming to IS :
15622 of approved make in colours such as White,
Ivory, Grey, Fume Red Brown, laid on 20 mm
thick cement mortar 1:4 (1 Cement : 4 Coarse
sand), Jointing with grey cement slurry @ 3.3
kg/sqm including pointing the joints with white
cement and matching pigment etc., complete.
11.37 4.05 Sqm 926.90
7 Providing and fixing Ist quality ceramic glazed
wall tiles conforming to IS: 15622 (thickness to be
specified by the manufacturer), of approved make,
in all colours, shades except burgundy, bottle
green, black of any size as approved by Engineer-
in-Charge, in skirting, risers of steps and dados, 8.31 30.24 Sqm 1030.30
over 12 mm thick bed of cement mortar 1:3 (1
cement : 3 coarse sand) and jointing with grey
cement slurry @ 3.3kg per sqm, including pointing
in white cement mixed with pigment of matching
shade complete.
8
Providing and placing on terrace (at all floor
levels) polyethylene water storage tank, IS : 12701
marked, with cover and suitable locking
18.48 500.00 ltr 8.80
arrangement and making necessary holes for inlet,
outlet and overflow pipes but without fittings and
the base support for tank.
9
Providing and fixing G.I. pipes complete with G.I.
fittings and clamps, i/c cutting and making good 18.10.1 39.60 Rmt 284.90
the walls etc.15 mm dia nominal bore
10 Finishing walls with Acrylic Smooth exterior paint
of required shade : New work (Two or more coat
applied @ 1.67 ltr/10 sqm over and including 13.46.1 95.70 Sqm 164.70
priming coat of exterior primer applied @ 2.20
kg/10 sqm)
11 Providing and fixing brass bib cock of approved
18.15.1 6.00 No. 302.55
quality 15 mm nominal bore
12 Providing and fixing water closet squatting pan
(Indian type W.C. pan ) with 100 mm sand cast
Iron P or S trap, 10 litre low level white P.V.C.
flushing cistern, including flush pipe, with
manually controlled device (handle lever)
17.1.1 3.00 No. 5421.50
conforming to IS : 7231, with all fittings and
fixtures complete, including cutting and making
good the walls and floors wherever required:
White Vitreous china Orissa pattern W.C. pan of
size 580x440 mm with integral type foot rests
13 Providing and fixing G.I. pipes complete with G.I.
fittings including trenching and refilling etc.15 18.12.1 12.00 Rmt 244.15
mm dia nominal bore
14
Providing and fixing M.S. Tubular frames for
doors, windows, ventilators and cupboard with
rectangular/ L-Type sections, made of 1.60 mm
thick M.S. Sheet, joints mitred, welded and
grinded finish, with profiles of required size,
10.15.2 36.75 Kg 125.50
including fixing of necessary butt hinges and
screws and applying a priming coat of approved
steel primer. Fixing with carbon steel galvanised
dash fastener of required dia and size (to be paid
for separately
15
Painting with synthetic enamel paint of approved
brand and manufacture of required colour to give
an even shade Two or more coats on new work 13.62.1 1.47 Sqm 177.15
over an under coat of suitable shade with ordinary
paint of approved brand and manufacture
TOTAL
Index @ 5% Net Rate AMOUNT
12.62 264.92 1788.21
289.48 6079.08 8814.67
307.87 6465.32 26249.2
379.52 7969.97 44950.63
12.71 266.96 25548.07
46.35 973.25 3941.66
51.52 1081.82 32714.24
0.44 9.24 4620
14.25 299.15 11846.34
8.24 172.94 16550.36
15.13 317.68 1906.08
271.08 5692.58 17077.74
12.21 256.36 3076.32
6.28 131.78 4842.92
8.86 186.01 273.43
204199.87
SUMMARY OF ESTIMATED COST
S.No. Particular Amount
1 2 3
1 Cost as per Bill of quantity 204199.87
2 contengency @ 3% 6126.00
3 TOTAL 210325.87
Say 2.10 Lac
J.E. S.S.A. A.E.S.S.A.
.
DETAIL OF MEASUREMENTS
LokLF; midsUnz eky/ku fCky
S.N. Particular of Items NO. L B D/H Qty Unit
1 2 3 4 5 6 7 8
Earth work in excavation by echanical means Hydraulic
excavator)/ manual means over areas (exceeding 30cm
in depth. 1.5m in width as well as 10 sqm on plan)
including disposal of excavated earth, lead upto 50m
1- and lift upto 1.5m, disposed earth to be levelled and
neatly dressed. All kinds of soil
1 x 1 6.50 0.40 0.30 0.78 Cum
1 x 1 7.90 0.40 0.08 0.25 Cum
TOTAL 1.03 Cum
Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
2- shuttering - All work up to plinth level 1:4:8 (1 Cement :
4 coarse sand (zone-III) : 8 graded stone aggregate 40
mm nominal size
1 x 1 6.50 0.40 0.08 0.21 Cum
1 x 1 7.90 0.40 0.08 0.25 Cum
Total 0.46 Cum
Brick work with common burnt clay modular bricks of
3- class designation 7.5 in foundation and plinth in 6.2.2
Cement Mortar 1:6 (1 cement : 6 coarse sand).
1 x 1 6.40 0.35 0.35 0.78 Cum
1 x 1 7.85 0.35 0.35 0.96 Cum
TOTAL 1.75 Cum
Brick work with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in
4- superstructure above plinth level up to floor V level in
all shapes and sizes in 6.4.2 Cement mortar 1:6 (1
cement : 6 coarse sand)
1 x 1 0.35 0.35 1.40 0.17 Cum
1 x 1 0.35 0.35 1.48 0.18 Cum
1 x 1 6.05 0.23 1.45 2.02 Cum
1 x 1 7.50 0.23 1.45 2.50 Cum
Total 4.87 Cum
cement plaster in two coats under layer 12 mm thick
cement plaster 1:5 (1 cement : 5 coarse sand) finished
5- with a top layer 6 mm thick cement plaster 1:6 (1
cement : 6 fine sand).
1 X 2 6.40 1.55 19.84 Sqm
J.E.S.S.A A.E.S.S.A
1 X 2 7.85 1.50 23.55 Sqm
Total :- 43.39 Sqm
Providing and laying vitrified floor tiles in different sizes
(thickness to be specified by the manufacturer) with
water absorption less than 0.08% and conforming to IS:
15622, of approved make, in all colours and shades,
laid on 20mm thick cement mortar 1:4 (1 cement : 4
coarse sand), jointing with grey cement slurry @ 3.3
6- kg/ sqm including grouting the joints with white
cement and matching pigments etc., complete. Size of
Tile 600x600 mm
verandha beam 1 x 1 2.38 1.20 2.86 Sqm
D.IR 1 x 1 2.50 3.55 8.88 Sqm
1 x 1 3.60 2.70 9.72 Sqm
1 x 1 4.00 3.05 12.20 Sqm
1 x 1 3.00 1.50 4.50 Sqm
1 x 1 1.85 1.95 3.61 Sqm
Total 41.77 Sqm
Providing and fixing Ist quality ceramic glazed wall tiles
conforming to IS: 15622 (thickness to be specified by
the manufacturer), of approved make, in all colours,
shades except burgundy, bottle green, black of any size
as approved by Engineer-in-Charge, in skirting, risers of
steps and dados, over 12 mm thick bed of cement
mortar 1:3 (1 cement : 3 coarse sand) and jointing with
7 grey cement slurry @ 3.3kg per sqm, including pointing
in white cement mixed with pigment of matching
shade complete.
1 x 1 1.18 0.40 0.47 Sqm
1 x 1 1.15 0.25 0.29 Sqm
1 x 1 0.40 0.25 0.10 Sqm
1 x 2 2.50 1.00 5.00 Sqm
1 x 2 3.55 1.00 7.10 Sqm
1 x 1 1.15 0.75 0.86 Sqm
1 x 1 0.30 0.75 0.23 Sqm
1 x 1 0.85 0.75 0.64 Sqm
1 x 1 2.20 0.75 1.65 Sqm
1 x 1 1.85 0.75 1.39 Sqm
1 x 1 2.20 0.75 1.65 Sqm
1 x 1 1.85 0.75 1.39 Sqm
1 x 1 1.15 0.75 0.86 Sqm
1 x 2 3.60 0.50 3.60 Sqm
1 x 2 2.70 0.50 2.70 Sqm
1 x 1 1.20 0.90 1.08 Sqm
1 x 1 1.50 0.80 1.20 Sqm
1 x 1 1.50 0.45 0.68 Sqm
1 x 1 1.50 0.25 0.38 Sqm
1 x 1 3.00 0.85 2.55 Sqm
J.E.S.S.A A.E.S.S.A
1 x 1 1.50 0.25 0.38 Sqm
1 x 2 6.30 0.25 3.15 Sqm
1 x 2 0.45 0.25 0.23 Sqm
1 x 1 0.85 0.25 0.21 Sqm
1 x 1 0.46 0.25 0.12 Sqm
1 x 1 1.29 0.25 0.32 Sqm
1 x 1 1.30 0.25 0.33 Sqm
Dudection 1 x -1 0.90 1.00 -0.90 Sqm
1 x -3 0.90 0.50 -1.35 Sqm
1 x -2 0.80 0.50 -0.80 Sqm
Total 35.51 Sqm
Painting top of roofs with bitumen of approved quality
@ 17kg per 10 sqm impregnated with a coat of coarse
8- sand at 60 cudm per 10 sqm, including cleaning the
slab surface with brushes and finally with a piece of
cloth lightly soaked in kerosene oil complete
windows 1 x 4 0.80 2.05 6.56 Sqm
1 x 5 0.90 1.20 5.40 Sqm
1 x 1 0.75 1.20 0.90 Sqm
1 x 3 0.75 0.45 1.01 Sqm
1 x 5 0.60 0.45 1.35 Sqm
1 x 2 0.90 2.00 3.60 Sqm
1 x 2 0.80 2.00 3.20 Sqm
Total 22.02 Sqm
Providing and fixing flat pressed 3 layer particle board
medium density exterior grade (Grade I) or graded
9- wood particle board IS : 3087 marked, to frame,
backing or studding with screws etc. complete (Frames,
backing or studding to be paid separately
1 x 2 6.40 1.55 19.84 Sqm
1 x 2 7.85 1.50 23.55 Sqm
1 x 2 1.20 3.35 8.04 Sqm
1 x 2 11.00 3.35 73.70 Sqm
1 x 2 5.27 3.35 35.31 Sqm
Deduction 0.5 x -4 0.80 2.05 -3.28 Sqm
0.5 x -5 0.90 1.20 -2.70 Sqm
0.5 x -1 0.75 1.20 -0.45 Sqm
0.5 x -3 0.75 0.45 -0.51 Sqm
0.5 x -5 0.60 0.45 -0.68 Sqm
0.5 x -2 0.90 2.00 -1.80 Sqm
151.02 Sqm
Total
J.E.S.S.A A.E.S.S.A
10- Distempre
1 x 2 1.85 2.55 9.44 Sqm
1 x 2 1.95 2.55 9.95 Sqm
1 x 2 2.50 2.35 11.75 Sqm
1 x 2 3.55 2.35 16.69 Sqm
3 x 2 0.90 2.15 11.61 Sqm
3 x 2 1.30 2.15 16.77 Sqm
1 x 2 3.60 2.85 20.52 Sqm
1 x 2 3.70 1.85 13.69 Sqm
1 x 2 4.00 2.60 20.80 Sqm
1 x 2 3.50 2.60 18.20 Sqm
1 x 2 1.50 2.60 7.80 Sqm
1 x 2 3.00 2.60 15.60 Sqm
Deduction 1 x 1 0.90 1.20 1.08 Sqm
1 x 1 0.90 0.45 0.41 Sqm
1 x 1 0.80 2.00 1.60 Sqm
1 x 1 0.75 1.20 0.90 Sqm
1 x 1 0.75 0.45 0.34 Sqm
1 x 1 0.90 2.00 1.80 Sqm
1 x -3 0.90 2.00 -5.40 Sqm
1 x -2 0.80 2.00 -3.20 Sqm
1 x -1 0.90 1.20 -1.08 Sqm
1 x -1 0.90 0.45 -0.41 Sqm
1 x -3 0.80 2.00 -4.80 Sqm
1 x -1 0.90 2.00 -1.80 Sqm
1 x -1 0.90 1.20 -1.08 Sqm
1 x -1 0.90 2.00 -1.80 Sqm
1 x -1 0.75 1.20 -0.90 Sqm
1 x -1 0.60 0.45 -0.27 Sqm
Total 158.21 Sqm
J.E.S.S.A A.E.S.S.A
