ESTIMATE FOR:- KHAJANCHI Er.
GAURAV AGRAWAL
Railing At Talab CONSULTANTS OLD GALLA MANDI,KARELI
BURHAR Branch:-Nagpur
Road,Jbp
DIST-SHAHDOL MOB:-9424946643
S.NO PARTICULARS NOS. LENGTH WIDTH DEPTH QTY UNIT RATE AMOUNT
1 Earth work in excavation by
mechanical means (Hydraulic
excavator)/ manual means in
over areas foudation 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
dircted,within a lead of 50 m
SOR(2.6.1)
1.For Footings 54 1 1 1.8 97.2
DPC TRENCH 1 409.5 0.2 0.1 8.19
105.39 cu.m 127 13384.53
2 Centering and shuttering
including strutting, propping etc.
and removal of form for
Footings 54 4 0.3 64.8
Column(20.1.1)upto plinth 54 1 0.8 43.2
TOTAL- 108 SQ.M 138 14904
column above plinth(20.1.6) 38 0.8 1.2 36.48
36.48 sqm 282 36.48
Plinth Beam(20.1.5 2 409.5 0.3 245.7
TOTAL- 245.7 SQM 227 55773.9
3 Providing and laying in damp
proof course 50mm thick with
cement concrete grade M15 with
10/12mm max. size of aggregate
BELOW CURTAIN WALL
1 409.5 0.2 81.9
above brick work
1 345.5 0.2 69.1
151 SQM 193 29143
1
4 Reinforced cement concrete work
in walls (any thickness),
including attached pilasters,
buttresses, plinth courses,fillets,
columns,
su spended floor roof slab,
beams, etc. up to floor two level
excluding cost of
centering,shuttering, finishing
and reinforcement :
M 20 Nomial mix (with 20mm
nominal size graded stone
aggregate)(SOR 5.1.1)
Footings 54 1 1 0.3 16.2
Column(5.1.1)upto plinth 54 0.2 0.2 2 4.32
Plinth Beam(5.1.1) 409.5 0.2 0.3 24.57
45.09 cu.m 5050 227705
column above plinth(5.2.1) 38 0.2 0.2 1.2 1.824
TOTAL- 1.82 CU.M 5120 9318
5 Reinforcement for R.C.C. work
including straightening, cutting,
bending, placing in position and
binding including cost of binding
wire up to floor two level
including all wastage etc.
complete.(SOR 5.16)
5.16.3 Cold twisted bars (CTD
1.2% of 46.91 0.56 7850 4396 KG 59 259364
6 Brick work with well burnt
chimney in bulls patent trench
kiln manifactured by
ghol process crushing strength
not less than 40kg /sqcm and
waterabsorption not more than
15% in foundation and
plinth.SOR(6.1.2)
1 409.5 0.2 0.2 16.38 cu.m 4232 69320
7 Brick work with M.S. bricks of
class designation 40 in
superstructure above plinth level
up to floor II level in all shapes
and si ze s i n :SOR(6.3
Above Plinth Beam 1 345.5 0.2 0.2 13.82 cu.m 4220 58320.4
8
12mm cement plaster by cement
mortar1:4 (1 cement:4
sand)SOR(13.1.1)
brick work plaster 2 345.5 0.3 207.3
COLUMNS 38 0.8 1.2 36.48
TOTAL:- 243.78 SQM 108 26328.24
2
9 Distempering with dry distemper
of approved brand and
manufacture (two or more coats)
and of required shade on new
work, over and including priming
coat of whiting to give an even
shade.SOR(13.40)
brick work plaster 2 345.5 0.3 207.3
COLUMNS 38 0.8 1.2 36.48
TOTAL:- 243.78 SQM 33 8044.74
10 Cement concrete flooring
Cement concrete grade M15
WITH 20MM nominal mix
SOR(4.1.4)
pcc base for footing 54 1 1 0.1 5.4
TOTAL:- 5.4 cu.m 4154 22431.6
11 Providing & fixing hand rail of
approved by welding to steel
laddr railing , balcony railing, stair
case railing including apply of
approved steel primer.MS TUBE
(SOR10.26.1)
Railing Around The Pond 345.5 @ 15kg/m 5182.5
TOTAL:- 5182.5 84 kg
435330
TOTAL 1229404
Add 5% for contengencies charges 61470
GRAND TOTAL- 1290874
SAY- 12.91 LACS
IN WORDS:-TWELVE LAKH NINETY ONE THOUSAND RUPPEES ONLY
