extension of office building in ff
TRANSCRIPT
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MUNICIPAL COUNCIL DALLIRAJHARA, DISTEXTENSION OF OFFICE BUILDING IN FIRST FLOOR (LEFT & HALF RIGH
S.N Item No.
Description of Item No Length Width
CONSTRUCTION IN FIRST FLOOR1 3.2
3.2.1
Beam over G.F. Roof 4 15.60 0.20 0.075
Beam over G.F. Roof 5 10.50 0.20 0.075
Column over G.F. Roof 24 0.20 0.30 3.60
Lintel Beam 4 15.60 0.20 0.30
Lintel Beam 5 10.50 0.20 0.30
Chhajja at Lintel level 4 15.60 0.60 0.075
Chhajja at Lintel level 5 10.50 0.60 0.075
Roof Beam 4 15.60 0.20 0.30
Roof Beam 5 10.50 0.20 0.30
Roof Slab 1 15.60 10.50 0.10
Projection alround 2 15.60 0.30 0.10
Projection alround 2 10.50 0.30 0.10
2 3.120
3.12.1 hermo!"echanicall# treated bar$ F% &1'
1 80.00 ()*cum of RCC3 2.1
2.1.'
24 1.00 3.604 2.1
2.1.+ Beam$, lintel$, cantilever$ - all$
Beam over G.F. Roof 4 15.60 2 0.075
Beam over G.F. Roof 5 10.50 2 0.075
Height/Depth
Providin) and la#in) nominal mi/ reinforcementcement concrete ith cru$hed $tone a))re)ateu$in) concrete mi/er in all or($ uto floor f ive levele/cludin) co$t of reinforcement and form or(.
113 1 cement 1 coar$e $and 3 )raded$tone a))re)ate 20mm nominal $i4e5.
Providin) and lacin) in o$ition reinforcement forR.C.C. or( includin) $trai)htenin), cuttin),bendin), bindin) etc. comlete a$ er drain)$includin) co$t of bindin) ire in foundation andlinth all comlete
Providin) and fi/in) form or( includin) centrin),$hutterin), $truttin), $ta)in), roin) bracin) etc.comlete and includin) it$ removal at all level$, for
Column$, Pillar$, Pier$ and li(e$! rectan)ular or$6uare in $hae
Providin) and fi/in) formor( includin) centerin),$hutterin), $truttin), $ta)in), roin) bracin) etc.comlete and includin) it$ removal at all level$, for
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Lintel Beam 4 15.60 2 0.30
Lintel Beam 5 10.50 2 0.30
Chhajja at Lintel level 4 15.60 0.60 1
Chhajja at Lintel level 5 10.50 0.60 1
Roof Beam 4 15.60 2.00 0.30
Roof Beam 5 10.50 2.00 0.30
2.1
2.1.7
Roof Slab 1 15.60 10.50 1.00
Projection alround 2 15.60 0.30 1.00
Projection alround 2 10.50 0.30 1.00
! 7.3
7.3.2 Cement "ortar 1+ 1 Cement + Coar$e Sand5
Beam over G.F. Roof 4 15.60 0.20 2.60
Beam over G.F. Roof 5 10.50 0.20 2.60
8eduction for Column 24 0.20 0.30 -2.60
8eduction for 8oor 7 1.00 0.20 -2.10
8eduction for indo 10 1.50 0.20 -1.208eduction for Channel Gate 1 2.25 0.20 -2.10
8eduction for verendah 9enin) 4 2.35 0.20 -2.10
" 7.:
;n fir$t Floor 1 Same as above#
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15.00 Kg. /Sqm.$
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12
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Revenue 2 3.50 1.00 3.60
8eduction for 9enin) 1 2.35 2.00 -2.10
8eduction for 8oor 7 1.00 2.00 -2.10
8eduction for indo 10 1.50 2.00 -1.20
8eduction for verendah 9enin) 4 2.35 2.00 -2.10
1 11.1
11.1.2 ;n Cement mortar 1& 1 cement & fine $and5
Chhajja at Lintel level 4 15.60 0.60 1
Chhajja at Lintel level 5 10.50 0.60 1
Roof Slab 1 15.60 10.50 1
Projection alround 2 15.60 0.30 1
Projection alround 2 10.50 0.30 1
1! 12.1
udit Room 1 3.'0 3.2'
>ice Chair man 1 3.'0 3.2'
Chair "an 1 7.00
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1&.1.1
udit Room 2 1.00 3.2' 3.:0
udit Room 2 3.'0 1.00 3.:0
>ice Chair man 2 1.00 3.2' 3.:0
>ice Chair man 2 3.'0 1.00 3.:0
Chair "an 2 1.00
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Chair "an 2 7.00 1.00 3.:0
Re$t Room 2 1.00 3.2' 3.:0
Re$t Room 2 3.2' 1.00 3.:0
oilet 2 1.00 3.2' 3.:0
oilet 2 1.+0 1.00 3.:0
Corridoor 2 1.00 2.2' 3.:0
Corridoor2 :.00 1.00 3.:0
P@8 Cler( 2 3.50 3.25 3.60
P@8 Cler( 2 3.50 1.00 3.60
Revenue 2 3.50 3.25 3.60
Revenue 2 3.50 1.00 3.60
8eduction for 9enin) 1 2.35 2.00 -2.10
8eduction for 8oor 7 1.00 2.00 -2.10
8eduction for indo 10 1.50 2.00 -1.20
8eduction for verendah 9enin) 4 2.35 2.00 -2.10
22 1&.22
1&.22.2 Premium $#nthetic enamel aint
Grill in indo =.. 10 1.50 1.20
Add 9.00 % for Ele
s. T!el"e Lacs# Eighteen Tho$sands nl&.
Paintin) on ne or( to or more coat$5 to )ive an
even $hade ith
Note '(Estimate is as per PWD Building SOR 2015, inforced from 01Januar 2015!
C' M*+''/ O'0M*+''/ C*+'/ D//'00
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ICT - BALODSIDE OF STAIR HALL)
)t&. *nit ate Amo$nt
0.936
0.788
5.18
3.744
3.150
2.81
2.36
3.744
3.150
16.38
0.94
0.63
43.#1 cum &1:3.00 182389.36
3%4.$! () '&.'0 1
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37.440
31.500
37.44
31.50
37.440
31.500
31%.4! $6m 202.00 62711.91
163.80
9.36
6.30
1"$.4! $6m 23'.00 42173.10
32.448
27.300
-3.744
-2.940
-3.600-0.945
-3.948
44." cum 2
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297.00 () :7.'0 20047.50
2&.000
30.000
'&.000
132.300 () 331.00 &37
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3:.&00 metre 3:1.00 13140.40
14.70 $6m 1,+32.00 26930.40
112.32
75.60
23.&0
2'.20
23.&0
2'.20
:&.+0
'0.&0
23.&0
23.&0
23.&0
12.
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2'.20
-4.94
-14.70
-18.00
-19.74
699.71 $6m 107.00 74868.44
37.44
31.50
163.80
9.36
6.30
24#.4% $6m +7.00 21610.80
11.3+
11.3+
:3.00
10.':
'.+'
21.71
11.3+
11.3+
1&:.:2' $6m
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23.&0
2'.20
23.&0
2'.20
:&.+0
'0.&0
23.&0
23.&0
23.&0
12.
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'0.&0
23.&0
23.&0
23.&0
12.