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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.