quantity estimate store room final
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QUANTITY ESTIMATE FOR RECONSTRUCTION OF THE STORE RO
SN Description of Work No Unit L(! "(! H(!
# E$rt% &ork
E'W Fiin) in "MS soi 1 m3 8.93 6.9 0.25
Tot$
E$rt%&ork For E*c$+$tion
E$rt% &ork For &$s
short wall 3 m3 7.43 0.75 1.2
long wall 1 m3 7.98 0.75 1.2
long wall 1 m3 6.83 0.75 1.2
Tot$
, "rick Soin) &ork
&$
short wall 3 m3 7.43 0.75 0.1
long wall 1 m3 7.98 0.75 0.1
long wall 1 m3 6.83 0.75 0.1
"rick Soin) Work For Foor 1 m3 9.59 6.9 0.1
Tot$
- #.,./ 0CC WOR1
02C2C2 &ork for &$
short wall 3 m3 7.43 0.75 0.1
long wall 1 m3 7.98 0.75 0.1
long wall 1 m3 6.83 0.75 0.1
02C2C2 &ork For co3n 4$se 9 m3 0.35 0.35 1.45
02C2C2 Work For Foor 1 m3 9.59 6.9 0.1
Tot$
/ 03nnin) &ork 1 m2 9.59 6.9
5 "RIC1 WOR1
"rick &ork For &$
1st Footing
short wall 3 m3 5.91 0.75 0.3
long wall 1 m3 9.5 0.75 0.3
long wall 1 m3 8.21 0.75 0.3
2nd footing
short wall 3 m3 6.06 0.6 0.3
long wall 1 m3 9.35 0.6 0.3
long wall 1 m3 8.07 0.6 0.3
3 rd footing
short wall 3 m3 6.21 0.45 0.3
long wall 1 m3 9.2 0.45 0.3
long wall 1 m3 7.92 0.45 0.3
Above 3 rd footing
short wall 3 m3 6.36 0.1 4.88
long wall 1 m3 9.05 0.1 4.88
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long wall 1 m3 7.77 0.1 4.88
Tot$
long wall Back ward 2 m3 3.1 0.1 1.38
long wall Front 2 m3 3 0.1 3.2
S34 tot$Tot$
6 0$ster Work
0$ster &ork For &$
short wall 4 m2 6.36 4.88
long wall Back ward 1 m2 7.77 4.88
long wall Front 2 m2 9.05 4.88
Tot$
long wall Back ward 2 m2 3.1 1.38long wall Front 2 m2 3 3.2
S34 tot$
Tot$
7 0$intin) &ork
0$intin) &ork For &$
short wall 4 m2 6.36 4.88
long wall Back ward 1 m2 7.77 4.88
long wall Front 2 m2 9.05 4.88
Tot$
long wall Back ward 2 m2 3.1 1.38
long wall Front 2 m2 3 3.2
S34 tot$
Tot$
8 Ti4er Work
&in9o& fr$e 2 m3 11.72 0.1 0.075
: Win9o& )$;e p$ne 2 m2 3.1 1.38
#< En$e p$intin)
For &in9o& 2 m2 1.55 0.69
For roin) s%3tter 2 m2 3 3.2
#< Tr3ss (628 M Sp$n!
3 kg 11.95
3 kg 20.67
De93ction for t%e S%3tter$n9 4$ck &$r9 openin)
De93ction for t%e S%3tter$n9 4$ck &$r9 openin)
De93ction for t%e S%3tter$n9 4$ck &$r9 openin)
Weight o 2! "48.3 mm# $%tdia.#medi&m '&(&lar (ar tr&sso&ter mem(er
Weight o 3! )ea*+ "65 mm$%t.,ia.#'&(&lar (ar tr&ss innermem(ers
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7 8.1
## 9 kg 4.6
Tot$
#, Roof Co+erin)
1 m2 10.13 8.07
1 m2 7.73 1.2
1 m 10.13
1 m 10
#- -olling sh&tter 2 m2 3.1 3.2
Weight o 2! "48.3 mm# $%tdia.#medi&m '&(&lar (ar or&rlin
Weight o 4! )ea*+ "100 mm$%t.,ia.#'&(&lar (ar tr&ss
/... heet 26 a&ge/ommercial
/... heet 26 a&ge/ommercial or *ertical side
'r&ss co*er
/.. lane heet 28 a&geg&tter or rain water disosal110 , ),$ $ 4kgcm2 or ,raining &ttero&tlet
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M
3$ntit=Re$rks
15.40
#52/<
20.06
7.18
6.15
--2-:
16.7175
5.985
5.1225
66.171
:/2<<
1.67
0.60
0.51 0.53
1.60 0.265
6.62
##2<<
662#7
3.99
2.14
1.85
3.27
1.68
1.45
2.52
1.24
1.07
9.31
4.42
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3.79
-627-
0.86
1.92
,278--2:5
124.15
37.92
88.33
,5<2-:
8.5619.20
27.76
,,,26/
,7276
124.15
37.92
88.33
,5<2-:
8.56
19.20
27.76
,,,26/
<2#8
8256
,2#/
/82<<
129.42
491.12
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289.17
327.89
:<:27#
8#275
:2,8
#<2#-
#<2<<
#:28/
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Civil Aviation Authority of NepalHead Office, Babarahal
!istrict "ates
Project :- Bharatpur Civil Aviation Office. F/Y :- 2070/71.
o! :- Con"truction of #i"itor$" %he&. %ite :- Bharatpur Airport' Chit(an.
#$No$ !escription of ites %nit "ates "ear&s
1 %)ille& la!our *-&a+ '(2$))
2 ,n")ille& la!our *-&a+ 3*+$))
Ceent . 13$2) ". 0/3041.20
5 6hite Ceent . 23$*' ". 30/5042.73
3 %an& Cu. 1,2))$))
Areate 83 to 50 9 Cu. 1,(')$))
7 * Bar . **$))
; Bin&in (ire . *$))
Bric)" <o". 1)$))
10%=. '2+$-* 50/17.;457;.7;
81 Ban&le472$>2$-;?412.25 %=ft /10.7417.; %=.9
11. 21$31 170.00/5.;742;1.1
81 Pc".45ft > ; ft. 42 %=ft / 241.00 ft /.2; 45.;7 .912 hoo) <o". 1-$2' 10/;41.231 ; &ia. <ut @ !olt" <o". 1$*' 130/;41;.7315 Bituen (a"her <o". )$3) 0/10040.013 *% Blac) pipe. . *-$))1 *% rill . *-$)) * i"trict ate"
17. 12)$))
1;. 11)$))
81 %=. 4 21.30 . "ince 1 %=ft. rill 42.0 .10.79
1 3 th. 6hite la"" %=. *'3$2) ". 70 per %=ft.
20 6oo& Prier itre (3+$))
21 ea&+a&e Dnael paint itre '2$))
22 itre ''*$)) * i"trict ate"
2 aue coloure& CE
%heet8Geav+9
0.50 coloure& Plain"heet
Blac) pipe tu!ular tru""fittin @ fi>in all coplete(or)".
*% rill a)in @ fi>in allcoplete
D>terial eul"ion 8(eathercoat9 paint.
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Civil Aviation Authority of NepalHead Office, Babarahal
"ate Analysis
Project :- Bharatpur Civil Aviation Office.
o! :- Con"truction of #i"itor$" %he&. %ite :-
ef. : A< 2-1.
e"cription of ite : .arth/or& in e0cavation in Ordinary type of clay silty
,nit : 1 Cu$ $
e"ource" evel/+pe Huantit+ ,nit Aount" otal fro each
a!our" : ,n")ille& 0.70 .&. 7.00 23.0 23.0
A&&' I for ool" @ Plant" 7.
Actual rate 27.2
13I contractor$" overhea& 50.
otal Aount 15.23
"ate per Cu$ $ 31($2'
ef. : A< 2-23-)a
e"cription of ite :
,nit : 1 Cu$ $
e"ource" evel/+pe Huantit+ ,nit Aount" otal fro each
a!our" : ,n")ille& 0.30 .&. 1;.73 .; .;
Actual rate .;
13I contractor$" overhea& 1.51
otal Aount 10.7"ate per Cu$ $ 1)$*+
ef. : A< 11-13-a.
e"cription of ite : !ry bric& flat soling /or& /ith filling the oint by sand$
,nit : 1) #$ $
e"ource" evel/+pe Huantit+ ,nit Aount" otal fro each
a!our" : %)ille& 0.30 .&. 352.00 271.00
,n")ille& 1.00 .&. 7.00 7.00 30.00
*aterial" : Bric)" 520.00 <o". 10.00 5200.00
%an& 0.71 Cu. 1200.00 ;32.00 3032.00 Actual rate 3702.00
13I contractor$" overhea& ;33.0
otal Aount 337.0
"ate per s$ $ -''$*3
ef. : A< 3-1-ha-ii.
e"cription of ite : Bric& asonary 14( C5# otar /or& by using chiney6Bhatta
,nit : 1 Cu$
ate per,nit
.arth/or& in filling in layers 6each layer 1' c7 /ith /including transportation fro 1)
ate per,nit
ate per,nit
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e"ource" evel/+pe Huantit+ ,nit Aount" otal fro each
a!our" : %)ille& 1.30 .&. 352.00 ;1.00
,n")ille& 2.20 .&. 7.00 ;.;0 15.;0
*aterial" : Bric)" 30.00 <o". 10.00 300.00
Ceent 100.00 . 1.20 120.00
%an& 0.2; Cu. 1200.00 .00 723.00
Actual rate ;02.;013I contractor$" overhea& 13.52
otal Aount 102;.22
"ate per cu$ 1)23$22
ef. : A< 7-2-Eha.
e"cription of ite : 8$C$C$ 61424(7 /or&$,nit : 1 Cu$ $
e"ource" evel/+pe Huantit+ ,nit Aount" otal fro each
a!our" : %)ille& 1.00 .&. 352.00 352.00
,n")ille& 5.00 .&. 7.00 131.00 203;.00
*aterial" : Areate 0.;3 Cu. 1530.00 122.30
Ceent 20.00 . 1.20 5225.00
%an& 0.553 Cu. 1200.00 35.00 30.30
Actual rate ;05;.30
13I contractor$" overhea& 1207.2;
otal Aount 233.7;
"ate per cu$ $ +2''$*
ef. : A< 12-1-Ea.
e"cription of ite : 12$' thic& 14( C5# ortar plaster /or&$
,nit : 1)) #$ $
e"ource" evel/+pe Huantit+ ,nit Aount" otal fro each
a!our" : %)ille& 12.00 .&. 352.00 305.00
,n")ille& 1.00 .&. 7.00 05.00 123;.00
*aterial" : Ceent 3;.00 . 1.20 7101.0
%an& 1.5 Cu. 1200.00 1732.00 ;;3.0
Actual rate 21521.0
13I contractor$" overhea& 21.25
otal Aount 255.;5
"ate per s$ $ 2(-$3'
ef. : A< 11-20.
e"cription of ite : 3 thic& ceent punning /or&$
,nit : 1) #$ $
e"ource" evel/+pe Huantit+ ,nit Aount" otal fro each
ate per,nit
ate per,nit
ate per,nit
ate per,nit
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a!our" : %)ille& 1.00 .&. 352.00 352.00
,n")ille& 1.00 .&. 7.00 7.00 21.00
*aterial" : Ceent 3.20 . 1.20 702.25 702.25
Actual rate 12.25
13I contractor$" overhea& 25.5
otal Aount 1;.7
"ate per s$ $ 1-$-*
ef. : A< 10-11-Ea.
e"cription of ite :,nit : 1 #$
e"ource" evel/+pe Huantit+ ,nit Aount"
a!our" : %)ille& 0.0 .&. 0.00 0.00
,n")ille& 0.00 .&. 0.00 0.00 0.00*aterial" : 3 thic) la"" 1.00 %=. 0.00 0.00
i"t+ % 00.00 00.00
<ail" % 30.00 30.00 30.00
Actual rate 30.00
13I contractor$" overhea& 32.30
otal Aount 502.30
ef. : %iilar (or)".
e"cription of ite :
,nit : '+$3( 9g$
e"ource" evel/+pe Huantit+ ,nit Aount" otal fro each
a!our" : %)ille& .00 .&. 352.00 12.00
,n")ille& 5.00 .&. 7.00 131.00 152.00
*aterial" : *% !lac) tu!ular pipe 3.5 . 7.00 530.;5
all coplete fittings$
ate per,nit
otal fro eache"ource"
8roviding and fi0ing of :# blac& tubular pipe for 8ost, "aftercutting, plating, /elding and necessary painting /or&s all co
ate per,nit
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Prier paint % 200.00 200.00 570.;5
Actual rate 7;31.;5
13I contractor$" overhea& 1177.7;
otal Aount 02.2
"ate per 9g$ 1'2$1*
ef. : A< -1.
e"cription of ite : 2- gauge Coloured heavy C;< #heet roofing /or&$,nit : 1) #$ $
e"ource" evel/+pe Huantit+ ,nit Aount" otal fro each
a!our" : %)ille& 1.10 .&. 352.00 3.20
,n")ille& 1.23 .&. 7.00 57.73 10.3
*aterial" : 2 aue CE %heet 12.00 %=. 32.7 3.05
; &ia. <ut @ !olt" 0.00 <o". 1;.73 32.30
hoo) 23.00 <o". 1.23 50.23
Bituen (a"her 33.00 <o". 0.0 1.30 751.2
Actual rate ;511.25
13I contractor$" overhea& 121.
otal Aount 72."ate per s$ $ +-*$2+
ef. : A< 1-3.
e"cription of ite :,nit : 1)) #$
e"ource" evel/+pe Huantit+ ,nit Aount" otal fro each
a!our" : %)ille& .00 .&. 352.00 5;7;.00
,n")ille& 3.00 .&. 7.00 1;3.00 77.00
*aterial" :1.00 itre 337.00 ;12.00 ;12.00
Actual rate 13;3.00
13I contractor$" overhea& 232.73
otal Aount 1;07.73
"ate per s$ $ 1)$3
ef. : A< 1-3.
e"cription of ite : #upplying and applying t/o coats of enael paint over one c
,nit : 1)) #$ $
e"ource" evel/+pe Huantit+ ,nit Aount" otal fro each
a!our" : %)ille& 12.00 .&. 352.00 305.00,n")ille& ;.00 .&. 7.00 02.00 3.00
*aterial" : 6oo& prier ;.10 itre 5.00 333.0
Dnael paint 1.00 itre 32;.00 ;55;.00 1200.0
Actual rate 213.0
13I contractor$" overhea& 20.
otal Aount 25770.;
"ate per s$ $ 2(*$*1
ate per,nit
painting /or&$
ate per,nit
D>terial eul"ion 86eathercoat9 paint
ate per,nit
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F/Y :- 2070/71.
haratpur Airport' Chit(an.
soil$
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ade bric&$
atering and copaction$
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8urlin etc$ includingplete$