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  0 2C2C2 &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 0 2C2C2 &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 Abov e 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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7/26/2019 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$

ear)"

ear)"

ear)"

 ade bric&$

atering and copaction$

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ear)"

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ear)"

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ear)"

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8urlin etc$ includingplete$

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ear)"

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oat prier /or&s$

ear)"