OFFICE OF NAGAR PARISHAD MAUGANJ DISTT-MAUGANJ (M.P.

)
ESTIMATE
NAME OF WORK -DETAIL ESTIMATE FOR CONSTN WORK OF ATITHI NIWAS BUILDING
AT SHRI HANUMAN TEMPLE WARD NO-3, NAGAR PARISHAD MAUGANJ DISTT MAUGANJ (M.P.)
BASED ON MP UADD SOR BUILDING WORK IN FOARCE FROM 02 AUG 2021.
GF
S.NO ITEM NO- L W D QUTY RATE AMOUNT
.(1) .(2) .(3) .(4) .(5) .(6) .(7) .(8) {9}RS
GROUND FLOOR
A (CIVIL WORKS)
Surface dresing of the ground including rem-
ving vegetation and in -equalties not excee-
1 ding 15cms deep and disposal of rubbish lead
up to 50.0m and lift up to 1.5m.
All kinds of soil.
P-17, I- 2.1.1
1 10.66 11.35 120.99
TOTAL SQM 120.99 10.03 1213.54
Earth work in excavation by mechanical means
(hydraulic excavator) / mannual means over
areas (exceeding 30 cm in depth1.5m in width
as well as 10.0 sqm on plan) including dispo-
sal of excavated earth lead up to 50.0 m
and lift up to 1.5m. Disposed earth to be levelled
.2.
and netly dressed.
All kinds of soil.
P-17, I- 2.6.1.
C1 16 1.5 1.8 2.5 108.00
S.TANK 1 3.6 4 2.5 36.00
TOTAL CUM 144.00 151 21744.00

Treatment of soil under existing floors using

chemical emulsion @ one liter per hole, 300
mm apart including drilling 12 mm diameter
3 holes and plugging with cement mortar 1 :2 (1 1 10.66 11.35 120.99 96 11615.14
cement : 2 Coarse sand) to match the existing
floor : With Chlorpyriphos/Lindane E.C. 20% with
1% concentration. SOR P-20 I-2.21.

Supplying and filling in plingth in plingth

under floor, including watering,ramming
consolidating, and dressing complete.
(crusher stone dust)
P-19,I-2.18.2.
4
under builtup area
C1 16 1.5 1.8 0.075 3.24
upto Plinth beam 1 9.25 9 0.2 16.65
S.TANK 1 3.6 4 0.2 2.88
4

TOTAL [CUM] 22.77 687 15642.99

Add extra for column fill.
G TOTAL CUM ( EXCVTN.) 144.00
deduct.
footing rcc 9.18
column rcc quty 2.01
pcc quty 18.54
sand boulder quty 22.77
TOTAL CUM (-) 52.50 0 0.00
TOTAL CUM 91.50
NET TOTAL CUM (1/3 OF TOTAL CUM) 30.50 687 20953.50

Filling by available excavated earth (excluding

rocks) in trenches plingth sides of foundation etc.
in layers not exceeding 2o cm in depth conso-
lidating each deposited layers by ramming and
watering lead up to 50.0m and lift up to 1.5m
5
P-19,I-2.17.1.
G TOTAL CUM ( EXCVTN.) 110.25
deduct.
footing rcc 9.18
column rcc quty 2.01
pcc quty 18.54
sand boulder quty 22.77
TOTAL CUM (-) 52.50
TOTAL CUM 57.75
NET TOTAL CUM (2/3 OF TOTAL CUM) 38.50 37 1424.50

Providing and laying in position cement con-

crete of specified grade excluding the cost of
centering and shuttering All work up to plingth
level.(cement concrete grade M10 NOMINAL MIX
with 40mm maximum size of stone aggregate.
P-32,I-4.1.6.
6 C1 16 1.5 1.8 0.15 6.48
2 3.8 4 0.15 4.56
1 3.5 3.8 0.15 1.99
2 1.5 3.8 0.15 1.71
2 0.8 3.8 0.15 0.91
1 8 2.4 0.15 2.88
TOTAL [CUM] 18.54 4112 76224.14

Providing and laying in position specified grade

of reinforced cement concrete excluding the
cost centering, shuttering finishing and rein
forcement all work up to plingth level ( cement
concrete grade M20 nominal mix with 20mm
maximum size of stone aggregate)
P-46,I-5.1.1,
(i)Footing

7
 F1 16 1.2 1.5 0.3 8.64
trap 16 0.45 0.5 0.15 0.54
Column up to PL
7 C1 16 0.23 0.3 1.82 2.01
P BEAM
pb1 3 9.2 0.23 0.3 1.90
1 8 0.23 0.3 0.55
1 11.35 0.23 0.3 0.78
2 2.6 0.23 0.3 0.36
2 4.23 0.23 0.3 0.58
2 4 0.23 0.3 0.55
3 4 0.2 0.23 0.55
STANK BASE 1 3.6 3.6 0.125 1.62
STANK SLAB 1 3.6 3.6 0.125 1.62
TOTAL CUM 19.72 5435 107153.04

Reinfoarced cement concrete work in walls (any

thickness ) including attached pillesters, buttresses
plingth and string courses,fillets,columns,pillars
piers,abutments,posts and struts etc. up to floor II
level excluding cost of centring shuttering finishing and
reinforcement(cement concrete grade M20
nominal mix with 20mm maximum size of stone
aggregate)
P-46,I-5.2.1,
COLUMN GF
C1 16 0.23 0.3 3.5 3.86
TOTAL CUM 3.86 5656 21854.78
Reinfoarced cement concrete work in beams,
suspended floors,roofs,having the slope 15 degree
landing,balconey,shelves,chhajja,lintel,bands
plain window sills,staircases, and spiral stair
cases up to floor II level excluding the cost of
centering,shuttering,finishing and reinforcement
with cement concrete grade M20(nominal mix
20mm maximum size of stone aggregate).
P-46,I-5.3.
Lintel beam
3 9.2 0.23 0.15 0.95
1 8 0.23 0.15 0.28
2 2.6 0.23 0.15 0.18
2 4.23 0.23 0.15 0.29
2 4 0.23 0.15 0.28
3 4 0.2 0.15 0.36
Stair
2 4 1 0.15 1.20
1 2.1 1 0.15 0.32
CHHAJJA 1 1.5 4.2 0.08 0.50

RCC SLAB BEAM

 SB1 3 9.2 0.23 0.3 1.90
1 8 0.23 0.3 0.55
1 11.35 0.23 0.3 0.78
2 2.6 0.23 0.3 0.36
2 4.23 0.23 0.3 0.58
2 4 0.23 0.3 0.55
3 4 0.2 0.23 0.55
RCC SLAB 1 4.5 2.6 0.125 1.46
1 7.5 4.2 0.125 3.94
1 9.2 4.4 0.125 5.06
NET TOTAL CUM 20.10 5932 119236.52
Reinforcement for RCC works including straghtening
cutting,bending,placing in position,and binding
including cost of binding wire,up to floor II
8 level including all wastages, etc. complete.
cold twisted bars.
P-47,I-5.11.3.
TOTAL - [KG] 1 96.5 43.68 1 4215.11 57 240261.45

centering, shuttering including strutting,

propping, etc. and removal of form work for
foundations,footings,bases of columns,etc. for
mass concrete.
P-208,I-19.1.1.
9 FOOTING
F1 32 1.2 0.3 11.52
32 1.5 0.3 14.40
TRAP 32 1.2 0.15 5.76
32 0.9 0.15 4.32
TOTAL SQM 36.00 160 5760.00
centering, shuttering including strutting,
propping, etc. and removal of form work for
Columns,pillers,piers, abutments, post and
struts
P-208,I-19.1.6.
COLUMNS FOOTING TO PLINGTH
C1 32 0.23 1.06 7.80
32 0.3 1.06 10.18
TOTAL SQM 17.98 362 6507.89
centering, shuttering including strutting,
propping, etc. and removal of form work for
lintels,beams,plingth beams, girders, bresumbers
and cantilevers.
P-208,I-19.1.5.
PLINGTH BEAMS
pb1 (TOTAL LENTH) 6 9.2 0.3 16.56
2 8 0.3 4.80
2 11.35 0.3 6.81
4 2.6 0.3 3.12
4 4.23 0.3 5.08
 4 4 0.3 4.80
6 4 0.3 7.20
LINTEL BEAM
6 9.2 0.15 8.28
3 9.2 0.23 6.35
2 8 0.15 2.40
1 8 0.23 1.84
4 2.6 0.15 1.56
2 2.6 0.23 1.20
4 4.23 0.15 2.54
2 4.23 0.23 1.95
4 4 0.15 2.40
2 4 0.23 1.84
6 4 0.15 3.60
3 4 0.23 2.76

stair 4 4.15 0.15 2.49

2 2.15 1 4.30
2 2.15 0.15 0.64
2 1 0.15 0.30
CHAJJA
1 1.5 4.2 6.30
2 1.5 0.09 0.27
1 4.2 0.09 0.38
RCC SLAB BEAM
SB1 6 9.2 0.3 16.56
3 9.2 0.23 6.35
2 8 0.3 4.80
1 8 0.23 1.84
2 11.35 0.3 6.81
1 11.35 0.23 2.61
4 2.6 0.3 3.12
2 2.6 0.23 1.20
4 4.23 0.3 5.08
2 4.23 0.23 1.95
4 4 0.3 4.80
2 4 0.23 1.84
6 4 0.3 7.20
3 4 0.23 2.76
TOTAL SQM 138.73 270 37455.83
Centering and shuttering including strutting
propping etc. and removal of form works for
suspended floors roofs, landings, balconeys,
and access platform.
p-208,I-19.1.3
SLAB GF
1 4.5 2.4 10.80
1 7.5 4 30.00
1 9.2 4 36.80
S TANK SLAB 2 3.6 0.125 0.90
 2 3 0.125 0.75
1 3.6 3 10.80
TOTAL SQM 90.05 305 27465.25

Brickwork with well burnt open bhatta bricks

crushing strenth not less than 25 kg/ cm sq
and water absorbtion not more than 20 percent
in foundation and plinth in cm 1 :4.
1:4, (1 cement : 4 course sand)
P-56,I-6.2.1.
UP TO PLINTH
1 11.35 0.23 0.45 29.70
1 3.8 0.23 0.45 0.39
1 4 0.23 0.45 0.41
1 2.4 0.23 0.45 0.25
1 8 0.23 0.45 0.83
1 9.2 0.23 0.45 0.95
1 4 0.23 0.45 0.41
S TANK 2 3.6 0.23 2.4 3.97
2 2.6 0.23 2.4 2.87
1 2.6 0.23 2.4 1.44
TOTAL CUM 41.23 4435 182854.61

Brickwork with fly ash lime bricks (FLAG BRICKS)

confirming to IS 12894, 2002 of class
designation 75 Kg/cmsquare.(average
compressive strength) in super structure above
plinth level up to floor II level i/c. the cost of
scafolding. cement morter 1:4, (1 cement :
10 4 course sand)
P-57,I-6.17.1
SUPER STRUCTURE
1 11.35 0.23 3.5 9.14
2 4 0.23 3.5 6.44
2 3.8 0.23 3.5 6.12
1 9.2 0.23 3.5 7.41
1 3.3 0.23 3.5 2.66
1 3.5 0.23 3.5 2.82
1 8 0.23 3.5 6.44
1 3.5 0.23 3.5 2.82
PARAPET WALL 2 3.8 0.23 1.1 1.92
2 9.2 0.23 1.1 4.66
1 8 0.23 1.1 2.02
1 3.5 0.23 1.1 0.89
1 11.35 0.23 1.1 2.87
1 9.2 0.23 1.1 2.33
1 4.23 0.23 1.1 1.07
TOTAL CUM 59.59
deduct
D 2 0.9 0.23 2.1 0.87
 D1 1 0.8 0.23 2.1 0.39
D1 2 0.8 0.23 2.1 0.77
W 5 1.2 0.23 1.5 2.07
V 4 0.6 0.23 0.45 0.25
TOTAL CUM 4.35
NET TOTAL CUM 55.24 4992 275768.51
Half Brickwork with fly ash lime bricks (FLAG
BRICKS) confirming to IS 12894, 2002 of class
designation 75 Kg/cmsquare.(average compre
ssive strength) in super structure above plingth
level up to floor II level i/c. the cost of
scafolding. cement morter 1:3, (1 cement :
3 course sand)
P-58,I-6.18.1
SUPER STRUCTURE
3 3.8 3.5 39.90
4 1.5 3.5 21.00
TOTAL SQM. 60.90
deduct
D3 6 0.7 2.1 8.82
V 4 0.6 0.45 1.08
TOTAL SQM. 9.90
NET TOTAL SQM. 51.00 643 32793.00
12mm Cement plaster Of mix 1:6, ( 1cement
:6 fine sand).
P-160,I-13.1.2.
GF
1 9.2 3.5 32.20
1 4.2 3.5 14.70
1 4.2 3.5 14.70
1 8 3.5 28.00
11 1 3.5 3.5 12.25
1 1.2 3.5 4.20

PARAPET WALL 1 4.5 1.1 4.95

1 2.4 1.1 2.64
2 0.6 1.1 1.32
1 4.2 1.1 4.62

TOTAL SQM 119.58 137 16382.46

15MM Thick cement plaster, on ruff side cm 1:6.

on single or half brick wall of mix 1:6, (1cement
:6 fine sand).
P-160,I-13.2.2
4 4 3.35 53.60
4 3.8 3.35 50.92
2 3.8 3.35 25.46
2 3.5 3.35 23.45
2 4 3.35 26.80

12
 2 4 3.35 26.80
4 1.6 3.35 21.44
12
12 1.5 3.35 60.30
TOTAL SQM 288.77 137 39561.49

DEDUCT
D 2 0.9 2.1 3.78
D1 1 0.8 2.1 1.68
D2 6 0.7 2.1 8.82
W 5 1.2 1.5 9.00
V 4 0.6 0.45 1.08
TOTAL SQM 24.36
NET TOTAL SQM 264.41 159 42041.19

6MM Cement plaster of mix 1:3(1 cement.

:3 fine sand)
P-160,I-13.12.1
1 4.5 2.4 10.80
1 1.1 2.1 2.31
2 3.8 4 30.40
13
1 1.5 4.2 6.30
1 3.5 3.8 13.30
2 0.8 4.2 6.72
2 1.5 1.6 4.80
4 1.5 1 6.00
TOTAL SQM 80.63 111 8949.93

Providing and applying 1.0 mm thick White

cement based wall putty of best quality
over plasterd surface to prepare the surface
even and smooth complete.
P-162,I-13.25.
14 quty as plaster
item no-11 1 288.77
item no- 12 1 264.41
item no- 13 1 80.63
TOTAL [SQM] 633.81 63 39930.03

Providing and laying polished vetrified floor

tiles in different sizes (thickness to be specified
by the manufacturer) with water absorbtion
less than 0.05 percent and confirming to IS :
15622 of approved make in all colours and
shades leid on 20mm thick cement morter 1:4
(1 cement : 4 course sand)including grouting
the joints with white cements and matching
pigments etc. complete.(size of tile 60*60cm*10mm
P-135,I-11.35.
15 ROOMS
2 3.8 4 30.40
15

1 3.8 3.5 13.30

2 0.8 4.2 6.72
TOI 2 1.5 1.6 4.80
4 1.5 1 6.00

0 2.7 4 0.00
0 1.35 2.1 0.00
0 2.1 3.5 0.00
TOTAL SQM 61.22 1116 68321.52

Providing and laying rectified glazed ceramic

wall tiles 300*450mm.or more (8mm to 10mm thick)
of 1st quality confirming to IS: 15622 of approved
make in all colours laid on 12mm thick cement
morter 1:3,(1 cement : 3 coarse sand).including
grauting the joints with white cement and
matching pigment etc. complete.
P-135,I-11.34.
SROOMS 4 4 0.1 1.60
4 3.8 0.1 1.52
2 3.8 0.1 0.76
2 3.5 0.1 0.70
16
4 4.2 0.1 1.68
2 0.8 0.1 0.16
TOI 4 1.5 1.5 9.00
4 1.6 1.5 9.60
8 1.5 1.5 18.00
8 1 1.5 12.00
SHOPS 0 2.7 0.1 0.00
0 4 0.1 0.00
0 1.35 0.1 0.00
0 2.1 0.1 0.00
0 5.6 0.1 0.00
TOTAL SQM 48.60 820 39852.00

Kota stone 25mm thick flooring over 20mm

(average) thick base laid over and jointed with
gray cement slurry mixed with pigment to match
the shade of the slab including rubbing and
polishing complete with base of1: 4 cement
morter (1 cement : 4 coarse sand).(minimum
size of kota stone 2.0 sqft.)
17
P-134,I-11.25.
POURCH
1 1.5 4.2 6.30
1 4.5 2.4 10.80
20 1.1 0.27 5.94
1 1.1 2.1 2.31
TOTAL SQM 25.35 875 22181.25
 Kota stone 25mm thick in risers of steps,skirting,
dado and pillers laid on 12mm (average) thick
cement morter 1:3,(1 cement : 3 coarse sand)
and jointed with gray cement slurry mixed
with pigment to match the shade of slabs,
including rubbing and polishing complete.
P-134,I-11.26.
18
1 8 0.1 0.80
1 2.1 0.1 0.21
1 3.5 0.1 0.35
1 4.2 0.1 0.42
1 1.5 0.1 0.15
19 1.1 0.15 3.14
TOTAL SQM 5.07 949 4806.69

Providing wood work in frames of door, wondows

clearstory windows, and other frames wrought
framed and fixed in position.
(Other than teak wood)
19
P-91,I-9.1.2.
D 2 5.1 0.1 0.1 0.10
D1 1 5 0.1 0.1 0.05
TOTAL CUM 0.15 61741 9384.63
20 Providing and fixing pressed steel door frames conf
irming to IS 4351 manufactured from commercial
mild steel sheet of 1.25mm thickness including
hinges jamb,lock jamb, bead and if required angle
threshold of mild steel angle of section 50*25mm
or base ties of 1.25mm pressed mild steel welded or
rigidly fixed together by mechanical means, adjusta
ble lugs with split end tail to each jamb including
steel butt hinges 2.5mm thick with morter guards,
lock strike plate and shock absorbers as specified and
applying a coat of approved steel primer after pre
treatment of the surface as directed by engineer in
charge.
SOR P-117,I-10.12.3. Double rebate. 115 *50mm.
d2 6 4.9 29.40
w 5 5.4 27.00
v 8 2.1 16.80
TOTAL RMT. 73.20 327 23936.40

Providing and fixing flush door shutters,conf-

to IS : 2202 (PART I) decorative type core
of block board construction with frame of I st
class heard wood and well matched teak 3 ply
veneering with vertical grains or cross bands
and face veneers on both faces of shuitters
using following hinges (35mm thick )including
21
21
ISI marked stainless steel butt hinges with nece-
sary screws.
P-94,I-9.18.1.
D 2 0.9 2.1 3.78
D1 1 0.8 2.1 1.68
D2 6 0.7 2.1 8.82
TOTAL CUM 14.28 2181 31144.68

Providing and fixing glazed shutters,for

doors, windows,clearstorywindows, using
4mm thick float glass panes including black
inameled ISI Marked MS butt hinges with
22 necessary screws (Iind class teak wood 35 mm thick)
P-93,I-9.8.2.1.
W 5 1.2 1.5 9.00
V 8 0.6 0.45 2.16
TOTAL CUM 2.16 1743 3764.88

Finishing wall with delux multi surface paints

system for interior and exteriors using primer
as per manufacturer specifications(two or more
coats applied at the rate of 1.25 ltr per 10.0sqm
over and including 1 coat of special primer
aplied at the rate of 0.75 ltr per 10.0 sqm.
23
p-164,i-13.46.1
quty as plaster
item no-11 278.77
item no- 12 264.41
item no- 13 80.63
TOTAL [SQM] 623.81 80 49904.80

Painting wood work with duluxe multi surface

paint of required shade two or more coat applied
.90 ltr/10 sqm. Over an under coat of primer
applied 75 ltr per 10.0sqm.of approved brand
24
and manufactures.
p-164,i-13.46.2
V 8 0.6 0.45 2.16
TOTAL [SQM] 2.16 71 153.36

Structural Steel work ribeted, bolted or welded

in built up sections trusses and framed works
including cutting,hoisting,fixing in position
25 and applying a priming coat of aproved steel
primer all complete.
p116,i-10.2
(27 kg per sqm)
W 5 29.34 1.2 1.5 264.06
V 8 29.34 0.6 0.45 63.37
TOTAL KG. 327.43 69 0.00
 Painting steel work with duluxe multi surface
paint of required shade two or more coat applied
.90 ltr/10 sqm. Over an under coat of primer
applied 80 ltr per 10.0sqm.of approved brand
26 and manufactures.
p-164,i-13.46.3
W 5 1.2 1.5 9.00
V 8 0.6 0.45 2.16
TOTAL [SQM] 11.16 68 758.88
27 Providing and fixing stainless steel (grade 304)
railing made of hollow tubes, channels,plates etc.
including welding,grinding,buffing polishing and
making curvature( wharever required) and fitting
the same with necessary stainless steel nuts and bolts
complete i/c fixing the railling with necessary
accessories and stainless steel dash fasteners,
stainless steel bolts etc., of required size, on the top of
the floor or the side of waist slab with suitable
arrangement as per approval of the engineer -in-
charge( for payment purpose only weight of
stainless steel members shall be considerd excldng
fixing accessories such as nuts, bolts,fasteners etc.)
SOR P-120,I-10.26.
FF 2 1.8 3 10.80
4 1.8 3 21.60
TOTAL KG 32.40 407 13186.80
TOTAL AMOUNT OF GROUND FLOOR 1620189.69
AMOUNT IN WORD'S : RUPEES SIXTEEN LAKH TWENTY THOUSAND ONE HUNDRED EIGHTY NINE ONLY/-

FIRST FLOOR
A (CIVIL WORKS)
Reinfoarced cement concrete work in walls (any
thickness ) including attached pillesters, buttresses
plingth and string courses,fillets,columns,pillars
piers,abutments,posts and struts etc. up to floor II
level excluding cost of centring shuttering finishing and
reinforcement(cement concrete grade M20
nominal mix with 20mm maximum size of stone
aggregate)
P-46,I-5.3,
COLUMN
C1 16 0.23 0.3 3.5 3.86
TOTAL CUM 3.86 5932 22921.25
Reinfoarced cement concrete work in beams,
suspended floors,roofs,having the slope 15 degree
landing,balconey,shelves,chhajja,lintel,bands
plain window sills,staircases, and spiral stair
cases up to floor II level excluding the cost of
 centering,shuttering,finishing and reinforcement
with cement concrete grade M20(nominal mix
20mm maximum size of stone aggregate).
P-46,I-5.3.
Lintel beam
3 9.2 0.23 0.15 0.95
1 1 8 0.23 0.15 0.28
2 2.6 0.23 0.15 0.18
2 4.23 0.23 0.15 0.29
2 4 0.23 0.15 0.28
3 4 0.23 0.15 0.41
Stair
2 4 1 0.15 1.20
1 2.1 1 0.15 0.32
CHHAJJA 1 1.5 4.2 0.08 0.50
1 6 1.1 0.08 0.53

RCC SLAB BEAM

SB1 3 9.2 0.23 0.3 1.90
1 8 0.23 0.3 0.55
1 11.35 0.23 0.3 0.78
2 2.6 0.23 0.3 0.36
2 4.23 0.23 0.3 0.58
2 4 0.23 0.3 0.55
3 4 0.23 0.3 0.83
RCC SLAB
1 4.5 2.6 0.125 1.46
1 7.5 4.2 0.125 3.94
1 9.2 4.4 0.125 5.06
TOTAL CUM 20.96 5932 124326.18

Reinforcement for RCC works including straghtening

cutting,bending,placing in position,and binding
including cost of binding wire,up to floor II
.2. level including all wastages, etc. complete.
cold twisted bars.
P-47,I-5.11.3.
TOTAL - [KG] 1 96.5 24.82 1 2395.38 57 136536.49
SOR P-47,I-5.11.7. 1% 1365.3649128
ADD 1 % EXTRA FORR FF
centering, shuttering including strutting,
propping, etc. and removal of form work for
foundations,footings,bases of columns,etc. for
mass concrete.
P-209,I-20.1.1.
centering, shuttering including strutting,
propping, etc. and removal of form work for
Columns,pillers,piers, abutments, post and
struts
P-208,I-19.1.6.
 COLUMN
C1 32 0.23 3.5 25.76
32 0.3 3.5 33.60
TOTAL SQM 59.36 362 21488.32

centering, shuttering including strutting,

propping, etc. and removal of form work for
lintels,beams,plingth beams, girders, bresumbers
and cantilevers.
P-208,I-19.1.5.
LINTEL BEAM
6 9.2 0.15 8.28
3 9.2 0.23 6.35
2 8 0.15 2.40
1 8 0.23 1.84
4 2.6 0.15 1.56
2 2.6 0.23 1.20
4 4.23 0.15 2.54
2 4.23 0.23 1.95
4 4 0.15 2.40
2 4 0.23 1.84
6 4 0.15 3.60
3 4 0.23 2.76
stair 4 4 0.15 2.40
.3.
2 4 1 8.00
2 2.1 0.15 0.63
2 1 0.15 0.30
1 2.1 1 2.10
CHAJJA
1 1.5 4.2 6.30
2 1.5 0.09 0.27
1 4.2 0.09 0.38
RCC SLAB BEAM
SB1 3 9.2 0.23 6.35
6 9.2 0.3 16.56
1 8 0.23 1.84
2 8 0.3 4.80
1 11.35 0.23 2.61
2 11.35 0.3 6.81
2 2.6 0.23 1.20
4 2.6 0.3 3.12
2 4.23 0.23 1.95
4 4.23 0.3 5.08
2 4 0.23 1.84
4 4 0.3 4.80
3 4 0.23 2.76
6 4 0.3 7.20
TOTAL SQM 123.99 270 33477.87

Centering and shuttering including strutting

 propping etc. and removal of form works for
suspended floors roofs, landings, balconeys,
and access platform.
p-208,I-19.1.3
RCC SLAB 1 4.25 2.4 10.20
1 7.5 4 30.00
1 9.2 4 36.80
TOTAL SQM 77.00 305 23485.00

Brickwork with mechanise autoclaved fly ash

lime bricks confirming to IS 12894, 2002 of
classs designation 100 in superstructure above
plingth level up to floor II level in cement morter
1:4, (1 cement : 4 course sand)
P-57,I-6.17.1
SUPER STRUCTURE
1 11.36 0.23 3 7.84
2 4 0.23 3 5.52
2 3.8 0.23 3 5.24
1 9.2 0.23 3 6.35
1 3.3 0.23 3 2.28
1 3.5 0.23 3 2.42
1 8 0.23 3 5.52
1 3.5 0.23 3 2.42
.4. PARAPET WALL 2 3.8 0.23 1.1 1.92
2 9.2 0.23 1.1 4.66
1 8 0.23 1.1 2.02
1 3.5 0.23 1.1 0.89
1 11.35 0.23 1.1 2.87
1 9.2 0.23 1.1 2.33
1 4.23 0.23 1.1 1.07
TOTAL CUM 44.16
deduct
D 2 0.9 0.23 2.1 0.87
D1 1 0.8 0.23 2.1 0.39
D2 6 0.7 0.23 2.1 2.03
V 8 0.6 0.23 0.45 0.50
W 5 1.2 0.23 1.5 2.07
TOTAL CUM 5.85
NET TOTAL CUM 38.30 4992 191214.57
SOR P-58,I-6.19. ADD EXTRA
TOTAL CUM 21.93 117 2565.81
Half Brickwork with fly ash lime bricks (FLAG
BRICKS) confirming to IS 12894, 2002 of class
designation 75 Kg/cmsquare.(average compre
ssive strength) in super structure above plingth
level up to floor II level i/c. the cost of
scafolding. cement morter 1:3, (1 cement :
3 course sand)
P-58,I-6.18.1
 SUPER STRUCTURE
2 4.23 3 25.38
2 3.3 3 19.80
TOTAL SQM. 45.18
deduct
D2 6 0.7 2.1 8.82
V 2 0.6 0.45 0.54
TOTAL SQM. 9.36
NET TOTAL SQM. 35.82 643 23032.26
SOR P-56,I-6.6.
ADD EXTRA 62.20 11 684.20
5 12mm Cement plaster Of mix 1:6, ( 1cement
:6 fine sand).
P-160,I-13.1.2.
FIRST FLOOR
1 4.5 3 13.50
1 9.2 3 27.60
1 11.35 3 34.05
1 4.23 3 12.69
1 8 3 24.00
1 4 3 12.00
0 9.2 3 0.00
0 9.2 3 0.00
PARAPET WALLS 4 3.8 1.1 16.72
4 9.2 1.1 40.48
2 8 1.1 17.60
2 3.5 1.1 7.70
2 11.35 1.1 24.97
2 9.2 1.1 20.24
2 4.23 1.1 9.31

TOTAL SQM 260.86 137 35737.27

6 15MM Thick cement plaster, on ruff side cm 1:6.
on single or half brick wall of mix 1:6, (1cement
:6 fine sand).
P-160,I-13.2.2
4 4 3.3 52.80
4 3.8 3.3 50.16
2 3.8 3.3 25.08
2 3.5 3.3 23.10
2 4 3.3 26.40
2 4 3.3 26.40
4 1.6 3.3 21.12
12 1.5 3.3 59.40
TOTAL SQM 284.46

DEDUCT
D 2 0.9 0.23 2.1 23.90
RS1 1 0.8 0.23 2.1 7.32
RS2 6 0.7 0.23 2.1 2.03
 V 8 0.6 0.23 0.45 0.50
D3 5 1.2 0.2 1.5 1.80
TOTAL SQM 35.55
NET TOTAL SQM 248.91 159 39577.42

6MM Cement plaster of mix 1:3(1 cement.

:3 fine sand)
P-160,I-13.12.1
1 4.5 2.4 10.80
1 1.1 2.1 2.31
2 3.8 4 30.40
.7. 1 1.5 4.2 6.30
1 3.5 3.8 13.30
2 0.8 4.2 6.72
2 1.5 1.6 4.80
4 1.5 1 6.00
TOTAL SQM 80.63
TOTAL [SQM] 80.63 111 8949.93

Providing and applying 1.0 mm thick White

cement based wall putty of best quality
over plasterd surface to prepare the surface
even and smooth complete.
P-162,I-13.25.
.8. quty as plaster
item no-5 1 260.86
item no- 6 1 248.91
item no- 7 1 80.63
TOTAL [SQM] 590.40 63 37195.20

Providing and laying polished vetrified floor

tiles in different sizes (thickness to be specified
by the manufacturer) with water absorbtion
less than 0.05 percent and confirming to IS :
15622 of approved make in all colours and
shades leid on 20mm thick cement morter 1:4
(1 cement : 4 course sand)including grouting
the joints with white cements and matching
.9.
pigments etc. complete.(size of tile 60*60cm*10mm
P-135,I-11.35.
2 3.8 4 30.40
1 3.8 3.5 13.30
2 0.8 4.2 6.72
2 1.5 1.6 4.80
4 1.5 1 6.00
TOTAL SQM 61.22 1116 68321.52

Providing and laying rectified glazed ceramic

wall tiles 300*450mm.or more (8mm to 10mm thick)
of 1st quality confirming to IS: 15622 of approved
 make in all colours laid on 12mm thick cement
morter 1:3,(1 cement : 3 coarse sand).including
grauting the joints with white cement and
matching pigment etc. complete.
P-135,I-11.34.
4 4 0.1 1.60
.10. 4 3.8 0.1 1.52
2 3.8 0.1 0.76
2 3.5 0.1 0.70
4 4.2 0.1 1.68
2 0.8 0.1 0.16
4 1.5 0.1 0.60
4 1.6 0.1 0.64
8 1.5 0.1 1.20
8 1 0.1 0.80
TOTAL SQM 9.66 820 7921.20

Kota stone 25mm thick flooring over 20mm

(average) thick base laid over and jointed with
gray cement slurry mixed with pigment to match
the shade of the slab including rubbing and
polishing complete with base of1: 4 cement
morter (1 cement : 4 coarse sand).(minimum
size of kota stone 2.0 sqft.)
.11.
P-134,I-11.25.

1 1.5 4.2 6.30

1 4.5 2.4 10.80
20 1.1 0.27 5.94
1 1.1 2.1 2.31
TOTAL SQM 25.35 875 22181.25

Kota stone 25mm thick in risers of steps,skirting,

dado and pillers laid on 12mm (average) thick
cement morter 1:3,(1 cement : 3 coarse sand)
and jointed with gray cement slurry mixed
with pigment to match the shade of slabs,
including rubbing and polishing complete.
P-134,I-11.26.
.12.
1 8 0.1 0.80
1 2.1 0.1 0.21
1 3.5 0.1 0.35
1 4.2 0.1 0.42
1 1.5 0.1 0.15
19 1 0.15 2.85
TOTAL SQM 4.78 949 4536.22

Finishing wall with delux multi surface paints

system for interior and exteriors using primer

13
 as per manufacturer specifications(two or more
coats applied at the rate of 1.25 ltr per 10.0sqm
over and including 1 coat of special primer
aplied at the rate of 0.75 ltr per 10.0 sqm.
13
p-164,i-13.46.1
quty as plaster
item no-5 260.86
item no- 6 248.91
item no- 7 80.63
TOTAL [SQM] 590.40 80 47232.00

14 Providing and fixing stainless steel (grade 304)

railing made of hollow tubes, channels,plates etc.
including welding,grinding,buffing polishing and
making curvature( wharever required) and fitting
the same with necessary stainless steel nuts and bolts
complete i/c fixing the railling with necessary
accessories and stainless steel dash fasteners,
stainless steel bolts etc., of required size, on the top of
the floor or the side of waist slab with suitable
arrangement as per approval of the engineer -in-
charge( for payment purpose only weight of
stainless steel members shall be considerd excldng
fixing accessories such as nuts, bolts,fasteners etc.)
SOR P-120,I-10.26.
FF 2 1.8 3 10.80
4 1.8 3 21.60
TOTAL KG 32.40 407 13186.80
Providing wood work in frames of door, wondows
clearstory windows, and other frames wrought
framed and fixed in position.
(Other than teak wood)
15
P-91,I-9.1.2.
D 2 5.1 0.1 0.1 0.10
D1 1 5 0.1 0.1 0.05
TOTAL CUM 0.15 61741 9384.63
16 Providing and fixing pressed steel door frames conf
irming to IS 4351 manufactured from commercial
mild steel sheet of 1.25mm thickness including
hinges jamb,lock jamb, bead and if required angle
threshold of mild steel angle of section 50*25mm
or base ties of 1.25mm pressed mild steel welded or
rigidly fixed together by mechanical means, adjusta
ble lugs with split end tail to each jamb including
steel butt hinges 2.5mm thick with morter guards,
lock strike plate and shock absorbers as specified and
applying a coat of approved steel primer after pre
treatment of the surface as directed by engineer in
charge.
SOR P-117,I-10.12.3. Double rebate. 115 *50mm.
 d2 6 4.9 29.40
w 5 5.4 27.00
v 8 2.1 16.80
TOTAL RMT. 73.20 327 23936.40

Providing and fixing flush door shutters,conf-

to IS : 2202 (PART I) decorative type core
of block board construction with frame of I st
class heard wood and well matched teak 3 ply
veneering with vertical grains or cross bands
and face veneers on both faces of shuitters
using following hinges (35mm thick )including
17
ISI marked stainless steel butt hinges with nece-
sary screws.
P-94,I-9.18.1.
D 2 0.9 2.1 3.78
D1 1 0.8 2.1 1.68
D2 6 0.7 2.1 8.82
TOTAL CUM 14.28 2181 31144.68

Providing and fixing glazed shutters,for

doors, windows,clearstorywindows, using
4mm thick float glass panes including black
inameled ISI Marked MS butt hinges with
18 necessary screws (Iind class teak wood 35 mm thick)
P-93,I-9.8.2.1.
W 5 1.2 1.5 9.00
V 8 0.6 0.45 2.16
TOTAL CUM 2.16 1743 3764.88

Painting wood work with duluxe multi surface

paint of required shade two or more coat applied

.90 ltr/10 sqm. Over an under coat of primer

19 applied 75 ltr per 10.0sqm.of approved brand
and manufactures.
p-164,i-13.46.2
V 8 0.6 0.45 2.16
TOTAL [SQM] 2.16 71 153.36

Structural Steel work ribeted, bolted or welded

in built up sections trusses and framed works
including cutting,hoisting,fixing in position
20 and applying a priming coat of aproved steel
primer all complete.
p116,i-10.2
(27 kg per sqm)
W 5 29.34 1.2 1.5 264.06

V 8 29.34 0.6 0.45 63.37

 TOTAL KG. 327.43 69 0.00
Painting steel work with duluxe multi surface
paint of required shade two or more coat applied
.90 ltr/10 sqm. Over an under coat of primer
applied 80 ltr per 10.0sqm.of approved brand
21 and manufactures.
p-164,i-13.46.3
W 5 1.2 1.5 9.00
V 8 0.6 0.45 2.16
TOTAL [SQM] 11.16 68 758.88

TOTAL AMOUNT OF FIRST FLOOR 935078.95

[AMOUNT IN WORD'S : RUPEES NINE LAKH THIRTY FIVE THOUSAND AND SEVENTY EIGHT ONLY]

ABSTRACT OF COST FOR OFFICE BUILDING G+1

NAGAR PARISHAR MAUGANJ DISTRICT - MAUGANJ M.P.
TOTAL AMOUNT OF GROUND FLOOR 1620189.69
TOTAL AMOUNT OF FIRST FLOOR 935078.95
TOTAL 2555268.6364578
ELECTRICAL + PLUMBING WORK (EXTRA 8%) 204421.490916624
TOTAL 2759690.12737442
ADD 18% GST 496744.222927396
ADD 2% DEPARTMENTAL SUPERVISION 55193.8025474885
GRAND TOTAL 3311628.15284931
SAY RS. 3312000

TOTA AMOUNT IN WORD'S : RUPEES THIRTY THREE LAKHS TWELVE

THOUSAND ONLY /-

DATE : CONSULTANT'S SIGN & SEAL