Office Expansion project.xlsx

8/20/2019 Office Expansion project.xlsx

1/53

CLIENT: Metahara Sugar Fact

CONTRACTOR:

CONSULTANT:

BLOCK:

Qty L/W/T Vou!e/Area

1 11

8.65 95.15

95.15

1 11

8.65

0.6 57.09

57.09

3 9

0.65

0.8 14.04

3 6.65

0.65

0.8 10.37

24.41

3 9

"RO#ECT: $e%et B&hou'e


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0.25

0.8 5.40

3 6.65

0.25

0.8 3.99

9.39

1 9

6.65

0.2 11.97

11.97

4.88

57.09

24.41

86.39

1 9

6.65

0.2 11.97

11.97

3 9

0.5 13.50


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3 6.65

0.5 9.98

23.48

1 9

6.65

0.2 11.97

11.97

3 9

0.4 10.80

3 6.65

0.4 7.98

18.78

3 9

0.4

0.2 2.16

3 6.65

0.4

0.2 1.60

3.76

1 9


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6.65

0.2 11.97

11.97

6 9

0.4 21.60

6 6.65

0.4 15.96

37.56

3 9

0.5

1 13.50

3 6.65

0.5

1 9.98


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23.48

3 90.5

0.4 5.40

3 6.65

0.5

0.4 3.99

9.39

9 3

0.20.2 1.08

3 9

0.3

0.2 1.62

3 6.65

0.3

0.2 1.20

2.82

1 9

6.65

0.12 7.182


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7.182

36 3

0.2 21.60

9 9

0.3 24.30

9 6.65

0.3 17.96

42.26

1 9

6.65

59.85

2 9

2.7 48.60

-

2 6.65 -

2.7 35.91

-2 9 -

0.65 11.70

96.21


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1 30

2.7 81.00

1 11

8.65 95.15

-

25 9 225.00

225.00

20 10 200.00

10 11 110.00

3pcs


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8pcs

4Pcs

2Pcs

4Pcs

4 9

2.7 97.20-

4 6.65 -

2.7 71.82

-

4 9 -

0.65 23.40

192.42


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2 22.02

7 308.28

1 7

8 56

6 22.2

0.2 26.64

-

3 8 -

0.2 4.80

-

11 7 -

0.2 15.40

317.44

4 7

1.8 50.40

4 22.2

0.8 71.04

2 13.5

0.8 21.60

92.64

2 22.02

7 308.28

1 7

8 56

6 22.2

0.2 26.64


11/53

-

3 8 -

0.2 4.80

-

11 7 -

0.2 15.40

317.44

10 13 130.00

4 7 28.00

4 19 76.00

2 16 32.00

26 0.8 20.80

286.80

4 7

1.8 50.40

20 2 40.00

4 1 4.00

44.00

4 24.21 96.80

-

2 12 -

1 24.00


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120.80

4 24.2

96.80

2 12 -

24.00

120.80

20 2

1.9 76.00

4 1

0.8 3.20

79.20

504.20

2 22.2

0.8 35.52

1 13.5

0.8 10.80550.52

2 22.02

7 308.28

1 7


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8 56

6 22.2

0.2 26.64

-

3 8 -

0.2 4.80

-

11 7 -

0.2 15.40

317.44

2 22.2

0.8 35.52

1 13.5

0.8 10.80

46.32

4 1 4.00

4 1 4.00

4 1 4.00


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TAKE OFF SHEET

ory

A. SUB STRUCTURE

I. EXCAVATION & EARTHWORK

Tota to the 'u!!ery

Tota to the 'u!!ery

()*c! ceara%ce o% +oth ',-e'.

Tota to the 'u!!ery

1.01 Clear and remove to !o"l to an avera#e det$ o% 00mm '"t$ 1m

(earan(e arro)nd t$e *)"ld"n#.

1.0+ B)l, e-(avat"on "n ord"nar !o"l to t$e det$ o% /0(m removee-an!"ve !o"l

012. Tre%ch e3ca4at,o% ,% or-,%ary 'o, to a -e5th o6 711!!6ro! re-uce- grou%- e4e0

1.04) Fill around tranch foundation in selected materials fromquary site ell rolled and com!act in layers not e"ceedin# 200


15/53

Tota to the 'u!!ery

Tota to the 'u!!ery

1.0/+ oad and (art a'a !)rl)! e-(avated mater"al to an aror"ate t".

S"te (lear"n#

B)l, e-(avat"on

tran($ e-(avat"on

Tota to the 'u!!ery

Tota to the 'u!!ery

.0 CONCRETE WORK

a) under masonary fundation

1.0+ 2"ll )nder $ard (ore '"t$ "morted !ele(ted mater"al! %romvo)t!"de 'ell rolled and (oma(t "n laer! not e-(eed"n# 00

1.3 0mmt$"(, *a!alt"( !tone $ard(ore'ell rolled4 (on!ol"dated and*l"nded '"t$ (r)!$ed !tone

2.01) 50 mm lean concrete quality C-5 !it" minimumcement content of 150#$%m3 of concrete


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Tota to the 'u!!ery

&) 'nder (round la&

Tota to the 'u!!ery

C) 'nder (rade &eam

Tota to the 'u!!ery

a) *n (rade +eams

Tota to the 'u!!ery

&) *n 100 mm t"ic# (round ,loor la&

2.02) einforced concrete quality C-25360 #$ ofcement%m3 lled to form!or# and /i&rated arround roadreinforcemnt form!or# and reinforcement measuredsearately)


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Tota to the 'u!!ery

a) to t"e $rade &eam

Tota to the 'u!!ery

a) ia. 6 mm deformed &ar

&) ia. 8 mm deformed &ar

c) ia. 10 mm deformed &ar

d) ia. 12mm deformed &ar

e) ia. 14mm deformed &arf) ia. 16mm deformed &ar

3.0

()*c! ceara%ce o% +oth ',-e'.

2.03) :ro/ide cut and ; in osition sa!n structural !oodor steel form!or# !"ic" e/er is aroriate.

2.04) ild steel reinforcement accordin$ to :rice includescuttin$ &endin$ lacin$ in ositiontyin$ !irestructuraldra!in$s concrete sacers and reinforcement &ar c"airs

3.01) 500mm t"ic# "ard trac"ytic or equi/alent rou$"lydressed stone masonry foundation !all &elo! $roundle/el &edded in cement mortar mi; ratio 1


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Tota to the 'u!!ery

Tota to the 'u!!ery

B&SU"ER STRUCTURE

01 CONCRETE WORK

a. I% Ee4at,o% Cou!%

Tota to the 'u!!ery

+. I% To5 T,e +ea!'

Tota to the 'u!!ery

C. I% )1!! th,c8 Foor 'a+

3.02) itto &ut for e;osed art a&o/e natural $roundle/el.

1.01) einforced concrete quality C-25360 #$ ofcement%m3 lled to form!or# and /i&rated arround roadreinforcemnt form!or# and reinforcement measuredsearately)


19/53

Tota to the 'u!!ery

a. To the e4at,o% cou!%

Tota to the 'u!!ery

+. I% To5 T,e +ea!'

Tota to the 'u!!ery

C. I% )1!! th,c8 Foor 'a+

Tota to the 'u!!ery

)01 BLOCK WORK

A3,'

"ara5et

Tota

:ro/ide cut and ; in osition sa!n structural !ood orsteel form!or# !"ic" e/er is aroriate.

)01. Ca'' C9 1!! th,c8 ;CB


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Tota

20 ROOFIN$

Tota to the 'u!!ery

=0 CAR"ENTR> ? #OINER>

=01. Eucay5tu'


21/53

a. @ ',e 1113)11!! e3ter%a -oor'

a. @) ',e 113)11!! t,oet

a. W ',e 113)11!!

a. W) ',e 11311 t,oet

01 "LASTERIN$

A3,'

"ara5et

Tota

0indo#s are %anufactured fro% 38x(.)%% L*+ fra%e profile all as perthe engineers approval and #indo# door schedule. !nit price includesone coat of antirust and t#o coats of synthetic ena%el paint, 1est ualityloc #ith hand type #indo#s as per detail

/pply three coats of plastering in ce%ent %ortar $(3Price shall includeexposed surface of 1ea%s 4 colu%n,pre-cleaning and preparation of thesurface


22/53


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Tota

Tota to the 'u!!ery

c. To RC co%crete ce,,%g

e%t '"n# & r"#$t '"n#

m"ddle

5dt *eam!

5dt *eam!

5dt *eam!

Tota to the 'u!!ery

T


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m"ddle

5dt *eam!

5dt *eam!

5dt *eam!

Tota to the 'u!!ery

office

*iolet

external

external

6ollu%n

Tota to the 'u!!ery

*iolet

Tota to the 'u!!ery

(x(%% *errazzo tile sirting stuc to #all #ith ce%ent %ortar $(2 1acing. Price includes ce%ent %ortar 1acing.

7upply and fix %% thic 4 ()x()%% #hite glazed cera%ic #alltiles #ith ce%ent %ortar $(2 1acing #ith )%% &oints to 1e grouted#ith #hite ce%ent

2x3%% 'ar1ile #indo# sill cut to appropriate size, #eathered and%ounted on and including 3%% thic ce%ent %ortar $(3 1edding.Price includes %aing #ater drip and edge cha%fering as sho#n on the/rchitectural detail dra#ing.

(%%thic precast concrete pave%ent in concrete class 6-() aroundthe 1uilding open &ointed on and including 5%% selected %aterialco%pacted fill and (%% thic redash or euivalent 1edding %aterial


25/53

Tota to the 'u!!ery

Tota to the 'u!!ery

70 $LAIN$

W

W)

Tota to the 'u!!ery

0 "AINTIN$

01 To ,%ter%a e3ter%a 5a'tere-


26/53

e%t '"n# & r"#$t '"n#

middle

Ddt beams

Ddt beams

Ddt beams

$otal to the summery

A55yDuart, 5a,%t to the e3ter%a 5ara5et


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29/53


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38 4 152


33/53


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35/53


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2.9 3.6 6.5 13

1.8 1.7 3.5 7


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#te "escription $nit %ty

o

'(. )$* )+,$-+$,E

1.01 2 95.15

1.023 57.09

1.03

3 24.41

1.04

3 =rroad and cart a!ay surlus e;ca/ated material to a3 86.39

1.07

2 =rr C*= ? '

2.0 CC=?=

2.01

a) under masonary fundation 2 Err:509

&) 'nder (round la& 2 =rr


41/53

2.03

a) ?o t"e $rade &eam 2 =rr


42/53

2.03

a) ia. 6 mm deformed &ar #$

&) ia. 8 mm deformed &ar #$

c) ia. 10 mm deformed &ar #$

d) ia. 12mm deformed &ar #$

e) ia. 14mm deformed &ar #$

f) ia. 16mm deformed &ar #$

2.0 +>C

2.01

2

=rr 225.00

4.03

> -

4.04 ood Fus" doors o 8

ild steel reinforcement accordin$ to :rice includescuttin$ &endin$ lacin$ in ositiontyin$!irestructural dra!in$s concrete sacers andreinforcement &ar c"airs

Class C 190mm t"ic# DC+ !all !"ic" can satisfyt"e desi$ned stren$t" &edded in cement mortar1


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5. E+(/ ,

5.01

a) 1 siGe 1000;2100mm e;ternal doors o 8

a) 1 siGe 700;2100mm tiolet o 4

5.02

a) 1 siGe 200;1900mm o 8

a) 2 siGe 1000;8000 tiolet o 4

7.0 P/()+E,#

7.1

2

-

7.2

2

317.44

7.32

50.40

7.4

2

-

7.5

2

92.64

etal doors made of 38;1.5mm >?J roles s"o!non t"e dra!in$s rice include aro/ed qualityloc#s and all iron mon$ry !or#s t!o coats of antirust t"ree coats of synt"etic aintand door

stoer. ll accordin$ to detail rc". dra!in$s

indo!s are manufactured from 38;1.5mm >?Jframe role all as er t"e en$ineers aro/al and!indo! door sc"edule. 'nit rice includes one coatof antirust and t!o coats of synt"etic enamel aint&est quality loc# !it" "and tye !indo!s as er

detail

ly t"ree coats of lasterin$ in cementmortar1


44/53

8.0 ,**D*(

8.01

2

317.44

8.022

286.80

8.03

2

50.40

8.04

2

44.00

8.05

2

120.80

8.06

2

120.80

8. (>J*(

2

79.20

9. :*?*(

9.01 ?o internal lastered !all surface. 2 -

9.02 ?o concrete ceilin$ surface. 2 317.44

9.032

92.64

400;400;20mm Ceramic tile Foorin$ &edded onand includin$ cement sand mortar mi; 1


45/53

10) *? *?>>?*

10.1 o 4

10.2 o 4

10.3 o 4

10.4 o 4

uly and ; qua C ceramic or equi/alentcomlete !it" all t"e necessary ;in$ accessories

uly and ; toilet aer "older out of ?a&orceramic or equi/alent comlete !it" all t"enecessary ;in$ accessories

uly and ; crystal $lass mirrors near "and !as"&asins !it" coer &ac# rotection siGe


46/53

$nit ,ate (ount

15 1427.25

603425.4

60

1464.84

45

=rr


47/53

-

-

35 =rr


48/53

-

-

-

-

-

-

Err509

-

150 =rr


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-

-

-

2000 16000.00

-

1500 6000.00

-

--

2000 16000.00

-

1000 4000.00

426000.00

60 -

60 19046.40

50 2520.00

50 -

50 4632.00

26198.40


50/53

350 111104.00

50 14340.00

-

200 10080.00

-

200 8800.00

-

0 -

-

200 24160.00

186484.00

-

280 22176.00

-

-

-

-

30 -

30 9523.20

45 4168.80


51/53

-

35688.00

-

-

3500 14000.00

-

80 320.00

-

200 800.00

-

80 320.00


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)$(, *#// ce E:pan

(


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%$(+#+#E)ion Pro;ect

=rr

Office Expansion project.xlsx

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