Area Considered; 10 x 10 = 100 Sqmt

Area Considered; 10 x 10 = 100 Sqmt Sl. No. A

Description

Unit

Quntity

Rate per Unit

Amount

Remars

A #aterials Tile 600 mm x 600 mm !ement

Quantity

!asic "rice Rate in Rs. 1.00 #0 $ "

#aterial 1 Anti-skid Vitrifed tile

Sqmt

1 0 0 . 00

800.00

80 8 0  0 0 0 . 00

& !ement

Ba"s

&8 . 0 8

%00.00

11 11&'&.00

Sand

!(m

' Sand

!(m

' ., 0

%  & ' ' . 60

1 6  # 1 1 . 0%

)ro(tin" aterials - !ementitio(s

$"

1 .0 0

% )ro(tin" # !o*ern" it2 PP

/mt Ba"s

' '' . ' ' 6 .% 0

' 0 . 00 6 . 00

1 0 0 0 0 . 0 0 ' 8 .% 0 11$%$&1.'' '#''.%% 1(1%)1'.&&

P P ason 4elper

$" 3os 3os

& 0 .0 0 1 .0 0 1 .0 0

5asta"e



Tax Tax on material

'.00



5ater Poer Stora"e 4andlin" !2ar"es



#.00

6 0 6 # . %

! ortar

3os 3os

& .6  6 .6 

6 0 0 . 00 % # 0 . 00

7 Act(al

1 6 0 0 .0 0 '000.00 '%-00.00

+otal ,or la3or

C

+otal material 4 2a3or

D 8

+ools  "lants 9:  "ro*t

%&''.60 Specifc )ra*it+ - &.6# 1 $". co*ers approximatel+ approximatel+ &# /mt 1 & 0 .0 0 600.00 ;ncl(din" Sa9et+ Accomodation %#0.00 etc.  # 0 .0 0

1

ortar T2ickness

Speci*cation %

'0 mm

1($%)&0.-) C

2a3or 1 ason & 4elper

1 .0 0

Remars 800.00 Basic Price as per BoQ % 00 . 00

7 Act(al 3A

+otal ,or material !

Unit Sqm Ba"s

 

'.00 1#.00

+otal Rate per Sqmt

Coe/cient  #aterials  2a3our requirment calculation Unit Coe/cient per Sqm Quantity per Sqm Quantity per 100 Sqm $" 1 % .0 % 1 % . 0% 1%0%.00 mm 6 0 0 .0 0 6 0 0 . 00 &  .  8 !( m 0 .0 % 0. 0.0% ' ., 0

tiles : mortar? 3os - 4elper

0 .0 '

0 . 0'

&.6

1)1%5&0.-)

)ro(tin"

/mt

1 .6 

1 . 6

' .' '

)%565.'( 7 Act(al 15%$5$.05 As per S!! 166%$)$.1'

2a3our ,or 2ayin7 ason 4elper

3os 3os

0 .0 ' 0 .0 '

0 . 0' 0 . 0'

& .6  & .6 

3os

0 .0 1

0 . 01

1.''

PP : !o*er S2eet

$"

1 .& 8

1 . &8

1 & 8 .0 0

1%66$.)$ Say  1)-&Sqmt

Description !ement Sie o9 t2e Tile Sand

Area Considered; 10 x 10 = 100 Sqmt Sl. No. A

Description

Unit

Quntity

Rate per Unit

Amount

#aterial 1 )ranite

Sqmt

100.00

1 , ' 6 .# 1

1 , '  6 # 1 .& 0

& !ement

Ba"s

1#.60

% 0 0 .0 0

6&%0.00

' Sand

!(m

&.1

% & ' ' .6 0

11%66.00

% )ro(tin" # !o*ern" it2 PP

/mt Ba"s

166.6 6.%0

' 0 .0 0 6 .0 0

5asta"e



Tax Tax on material

'8.%0 (11%)56.-0 6'%1.8 (1$%$)$.'$

'.00



5ater Poer Stora"e 4andlin" !2ar"es



Remars

A

#.00

10886.8

Unit Sqm Ba"s

Sand

!(m

)ro(tin" aterials - !ementitio(s

$"

1 .0 0

P P ason 4elper

$" 3os 3os

&0.00 1 .0 0 1 .0 0

!

2a3or 1 ason & 4elper ' @d"e c(ttin" Polis2in" % !2am9er  3osin"

%&''.60 Specifc )ra*it+ - &.6# # 0 . 00

1 $". co*ers approximatel+ &# /mt

1 & 0 .0 0 600.00 ;ncl(din" Sa9et+ Accomodation %00.00 etc.

7 Act(al

Speci*cation #

ortar

1

ortar T2ickness

&0 mm

((&%-('.)' C

!

1 .0 0

Remars 1 , ' 6 .# 1 % 0 0 .0 0

7 Act(al 3A

+otal ,or material

Quantity

!asic "rice Rate in Rs. 1 .0 0 #0 $"

#aterials )ranite '0 mm t2ick !ement

3os 3os 3os

1'.'' 60.00 1.00

6 0 0 .0 0 % 0 0 .0 0 600.00

3os

1.00

600.00

Description !ement )ranite Sie Sand

8000.00 &%000.00 600.00 600.00

+otal ,or la3or

))%(00.00

C

+otal material 4 2a3or

D

+ools  "lants



#.00

(-1%&('.)' 1)%051.((

8

9:  "ro*t



1 # .0 0 

)5%($).-6 As per S!!

+otal

)1'%1&5.(1 )%1'1.&5

Rate per Sqmt Say  )1'(Sqmt

7 Act(al

Coe/cient  #aterials  2a3our requirment calculation Unit Coe/cient per Sqm Quantity per Sqm Quantity per 100 Sqm $"  .8 0  .8 0  8 0 . 00 mm 1&00.00 1 & 0 0 .0 0 6 , .% % !(m 0 .0 ' 0.0' & . 1

)ranite : mortar? - 4elper

3os

0 .% 0

0.%0

% 0 .0 0

)ro(tin"

/mt

0.8 '

0.8'

1 .6 

2a3our ,or 2ayin7 ason 4elper

3os 3os

0.1 ' 0 .1 '

0.1' 0 .1 '

1 ' .' ' 1 ' .' '

3os

0 .0 

0 .0 

6 .6 

PP : !o*er S2eet

$"

1.&8

1.&8

1 &8 . 0 0

Vol o9 dr+ morter /eq(ired 9or 1 Sqm

!(m

0.0&

Potential Proect ana"ers P*t.
DateC U9# 3oEs Ba" >#0 $"? !(m

& 2a3our ason 4elper

Co8/cientsSq.# 1' 0.180

0.0&# #aterial Cost =

3oEs 3oEs

4elper - S2i9tin" :
3oEs

4ackin"Sl(rr+ !oatin" %.& BlocksSqmt ScaFoldin" a=o*e 1.#m 4

Sqm Sqm

&-Sep-1# Rate %% % 00

0.1' 0.1' 0.06

' #& 8

# 00 ' #0 '# 0

0.06 ' #0 0.# &# 2a3our Cost = +otal ,or material  2a3or

' 9ter 5ater @lectricit+ Tools Tools : ac2iner+ 4 Proft

& ' # 10

Rate ,or 1 Sqmt in Rs. = Rate ,or 1 Cum in Rs. =

/elease /0 Amount Remars #&.00 1.88 88.06 $)1.5'

!asic Quantity

#aterials

Unit

Solid Block - 8" thick

No's

1

Cement (50 Kg)

Bag

1

Sand

Cum

1

Mason

e! da

1

#el$e!

e! da

1

Sca%%olding

S&m

1

6&.#0 %'.# &1.88 &1.88 18.# 1-&.$6 500.-5

Speci* Mo!te! atio

Cement 1

Mo!te! thickness

18.01 &.0& %#.0' ,0.0 10&0.&)

1mm

Coe/cient  #aterials  2a *!ea in S&m No+ o% Blocks !e&ui!ed

00 0+08 1,

Mo!te! %o! 1 S&m olume /et mo!te! !e&ui!ed ! mi2 mo!te! 3 4astage ol+ o% Cement (1 a!t)

10&0.&) 6'0'.1-



1 mm

Solid Block

Sand

ensit o% Cement Cement !e&ui!ed Cement in Bags Sand

0+01. 0+0. 0+0,1 0+00 cum 10 KgCum 8+.85 Kg 0+16.61 0+0. Cum

Mason

8 S&m

#el$e! #el$e! %o! Shi%ting 7 i%ting (Solid 9lock: Mo!te!)

8 S&m 8 S&m

#el$e! %o! #acking CC su!%ace

8 S&m

Sca%%olding

0+65 S&m

00

"rice Rate in Rs.

Remars

 00 ,:58 500 ,50 5

cation

#o!i;ontal e!tical

our requirment calculation 00

,0< !eduction in &t conside!ed 5< !eduction in &t conside!ed

1+00

0+1,

1+00

0+1,

0+50

0+0

0+50

0+0

%o! 1 S&m 9lock 4o!k



Co8/cientsSq.# 1' 0.1'#

0.01, #aterial Cost =

3oEs 3oEs

4elper - S2i9tin" :
3oEs


Sqm Sqm

&-Sep-1# Rate %0 %00

0.11 0.11 0.06

'#&8

#00 '#0 '#0

0.06 '#0 0.# &# 2a3our Cost = +otal ,or material  2a3or

' 9ter 5ater @lectricit+ Tools : ac2iner+ 4 Proft

& ' # 10


/elease /0 Amount Remars #&0.00 #'.,1 66.0% -)5.5-

!asic Quantity

#aterials

Unit

Solid Block - " thick

No's

1

Cement (50 Kg)

Bag

1

Sand

Cum

1

Mason

e! da

1

#el$e!

e! da

1

Sca%%olding

S&m

1

##.#6 '8.8, 1,.%% 1,.%% 18.# 16(.0& $5(.0'


Cement 1

Mo!te! thickness

1#.8% &'.6 ',.60 ,.&0 560.'6

1mm


00 0+08 1,


560.'6 '$6(.(6



1 mm

Solid Block

Sand


0+01 0+0186 0+0, 0+008 cum 10 KgCum +6,. Kg 0+1,68 0+0186 Cum

Mason

. S&m


. S&m . S&m


. S&m

Sca%%olding

0+65 S&m

00

"rice Rate in Rs.

Remars

0 00 ,:58 500 ,50 5

cation


our requirment calculation 150  2 # 2 =


1+00

0+11

1+00

0+11

0+50

0+0

0+50

0+0




Co8/cientsSq.# 1' 0.0,0

0.01& #aterial Cost =

3oEs 3oEs

4elper - S2i9tin" :
3oEs


Sqm Sqm

&-Sep-1# Rate '8 %00

0.10 0.10 0.0#

'#&8

#00 '#0 '#0

0.0# '#0 0.# &# 2a3our Cost = +otal ,or material  2a3or


& ' # 10


/elease /0 Amount Remars %,%.00 '#.,% %%.0' 6$).5$

!asic Quantity

#aterials

Unit

Solid Block - " thick

No's

1

Cement (50 Kg)

Bag

1

Sand

Cum

1

Mason

e! da

1

#el$e!

e! da

1

Sca%%olding

S&m

1

#0.00 '#.00 1.#0 1.#0 18.# 1)&.$6 $1(.$(


Cement 1

Mo!te! thickness

1%.&# &1.'8 '#.6% 1.& &66.($

1mm


00 0+08 1,


&66.($ '($-.))



1 mm

Solid Block

Sand


0+00. 0+018 0+015 0+00,1 cum 10 KgCum +.8 Kg 0+08.85 0+018 Cum

Mason

10 S&m


10 S&m 10 S&m


10 S&m

Sca%%olding

0+65 S&m

00

"rice Rate in Rs.

Remars

,8 00 ,:58 500 ,50 5

cation


our requirment calculation 100


1+00

0+10

1+00

0+10

0+50

0+05

0+50

0+05


U9# Ba" >#0 $"? !(m Sqm

DateC &-Sep-1# Co8/cientsSq.# Rate 0.11& %00 0.016 '#&8 1.000 #0 #aterial Cost =

3oEs 3oEs

4elper - S2i9tin" :
3oEs


Sqm Sqm

0.08 0.08 0.0'

#00 '#0 '#0

0.08 '#0 0.# &# 2a3our Cost = +otal ,or material  2a3or


& ' # 10

Rate ,or 1 Sqmt in Rs. =

/elease /0 Amount Remars %%.,' ##.0% #0.00 1'5.5%1.6 &,.1

!asic Quantity

#aterials

Unit

Cement (50 Kg)

Bag

1

Sand

Cum

1

Mason

e! da

1

#el$e!

e! da

1

Sca%%olding

S&m

1

/ate!$!oo%ing

S&m

1

Speci*

8.# &,.1 18.# 1($.60 ($$.'-

Mo!te! atio

Cement

Sand 1

laste!ing thickness

1 mm

Coe/cient  #aterials  2a Mo!te! %o! 1 S&m

#.## 8.'& 1'.8 &.# ))(.5-

))(.5-



olume

0+01

/et mo!te! !e&ui!ed

0+015

! mi2 mo!te! 3 4astage

0+01.5

ol+ o% Cement (1 a!t)

0+00,. cum


10 KgCum 5+1 Kg 0+11, 0+015 Cum

Mason

1 S&m

#el$e!

1 S&m

#el$e! %o! Shi%ting 7 i%ting (Mo!te!)

1 S&m


1 S&m

Sca%%olding

0+65 S&m

"rice Rate in Rs.

Remars

00 ,:58 500 ,50 5 50

cation

our requirment calculation


1+00

0+08

1+00

0+08

0+,0

0+0,

1+00

0+08


U9# Ba" >#0 $"? !(m Sqm

DateC &-Sep-1# Co8/cientsSq.# Rate 0.1%0 %00 0.0&% '#&8 1.000 #0 #aterial Cost =

3oEs 3oEs

4elper - S2i9tin" :
3oEs


Sqm Sqm

0.10 0.10 0.0#

#00 '#0 '#0

0.10 '#0 1 %0 2a3our Cost = +otal ,or material  2a3or


& ' # 10


/elease /0 Amount Remars #6.16 86.00 #0.00 15(.1#0.00 '#.00

!asic Quantity

#aterials

Unit

Cement (50 Kg)

Bag

1

Sand

Cum

1

Mason

e! da

1

#el$e!

e! da

1

Sca%%olding

S&m

1

/ate!$!oo%ing

S&m

1

Speci*

1.#0 '#.00 %0.00 1$$.60 )-5.--

Mo!te! atio

Cement

Sand 1


18 mm


.', 11.0, 18.%8 '6., '').65

'').65

5

olume /et mo!te! !e&ui!ed ! mi2 mo!te! 3 4astage ol+ o% Cement (1 a!t) ensit o% Cement Cement !e&ui!ed Cement in Bags Sand

0+018 0+0, 0+0.5 0+00865 cum 10 KgCum 6+0 Kg 0+10 0+0,65 Cum

Mason

10 S&m

#el$e!

10 S&m


10 S&m


10 S&m

Sca%%olding

1 S&m

"rice Rate in Rs.

Remars

00 ,:58 500 ,50 0 50

cation



1+00

0+10

1+00

0+10

0+50

0+05

1+00

0+10


U9# Ba" >#0 $"? !(m

DateC &-Sep-1# Co8/cientsSq.# Rate 0.08 %00 0.01% '#&8 #aterial Cost =

3oEs 3oEs

4elper - S2i9tin" :
3oEs


Sqm Sqm

0.10 0.10 0.0'

#00 '#0 '#0

0.10 '#0 1.&# %0 2a3our Cost = +otal ,or material  2a3or


& ' # 10


/elease /0 Amount Remars '1.&0 %.8 $&.5& #0.00 '#.00

!asic Quantity

#aterials

Unit

Cement (50 Kg)

Bag

1

Sand

Cum

1

Mason

e! da

1

#el$e!

e! da

1

Sca%%olding

S&m

1

Speci*

10.#0 '#.00 #0.00 1&0.60 (65.'&

Mo!te! atio

Cement

Sand 1


10 mm


#.1, .8 1&., &#.,# )11.)$

)11.)$

5

olume /et mo!te! !e&ui!ed ! mi2 mo!te! 3 4astage ol+ o% Cement (1 a!t) ensit o% Cement Cement !e&ui!ed Cement in Bags Sand

0+01 0+01, 0+015 0+00608, cum 10 KgCum ,+. Kg 0+068 0+01,516 Cum

Mason

10 S&m

#el$e!

10 S&m


10 S&m


10 S&m

Sca%%olding

1+5 S&m

"rice Rate in Rs.

Remars

00 ,:58 500 ,50 0

cation



1+00

0+10

1+00

0+10

0+,0

0+0,

1+00

0+10


NT-1

Excavation in soft rock/Boulders by Breakers or compressor by chisellin/!edin to the re"uried level and #epth

Unit

*genc ate including ca!ting ea!th outside site (including ta2)(s 81+835.+51As 51+00 e! Cum)

cum

>o!mation u$to 100mm

cum

=otal

*dd =ools and lants ? ,<

*dd Cont!acto! $!o%it 7 o@e! heads 15< =otal

Rate payable

Rs

51+00

50+00 5.1+00

16+6, 08+6, .1+,1 600+0

$%%&%% 'er cum

'rovidin and constructin .ie stone masonry !ith hard stone in foundation !ith cm 102 + 1cement0  coarse sand , at all levels and heihts& The rate to be inclusive of dressin the )aterite stone to proper line and level&

(

B

#escription

Unit

1 Si;e stone 10 Nos e! Cum ? s 11 e! No

Nos

 Bo Boulde!s 11 C%t e! Cum ? s 0 $e! C%t

cum

, Ce C ement 1+ Bags e! Cum ? s 65 sBag

Bag

 Sand 1 C%t e! Cum ?s   C%t

cum

5 /astage /astage ?,< on B3C3 B3C3 Total (

Rs&

)abour cost 1 Mason

cum

 #el$e!

cum

, #el$e #el$e!! Rs& Total (*B *dd =ools and lants ? ,< *dd Cont!acto! $!o%it 7 o@e! heads ? 15< =otal

s

Rate payable+(*B, - 'er um

Rs

3uantity

Rate in Rs&

(mount in Rs&

115

1+00

1:,80+00 1:,80+00

0+,,

605+0 605+0

,+85 ,+85

0+,1

00+00

15+,

0+06

,:58+00

,0+, 1:.8+55 16+ 1:.8+1

0+50

500+00

50+00

0+65

,50+00

+50

0+65

,50+00

+50 665+00 :61+1 8+8 :8+0 +1 ,:60+5 425$5&%%

Basic Rates Si;e Stone

N os

1+00

Boulde!s (ess than 0 mm si;e)

Cum

605+0

Cement

Bags

00+00

Sand

Cum

,:58+00

Mason

e! a

500+00

#el$e!

e! a

,50+00

6aterial re"uirment alculation *@g+ si;e o% Si;e Stone (mm)

 50

0 0

No's

11 5

Boulde!s (ess than 0mm Si;e)

Cum

0+,,

*@g+ =hickness o% Mo!ta!

mm

Mo!ta! atio

Cement

5 Sand 1

ol+ o% Mo!ta!



Cum

0+0865

/et Mi2 Mo!ta!

0+01

! Mi2 Mo!ta!

0+06

ol+ o% Cement (1 a!t)

0+011

ensit o% Cement

KgCum

Cement !e&ui!ed

Kg

Cement !e&ui!ed

Bags

0+,1

Sand

Cum

0+06

1  0 15+6

Cum  da Mason #el$e! #el$e! - Shi%ting o% mate!ilas : Cu!ing: #ousekee$ing

16 5

No's

!oducti@it

 

 ,

0+50 0+65



,

0+65

(

.upplyin 7 8ixin of 9%mm Thick apcell Board for expansion :oints +;%%<15%% mm,

Unit

Cost o% mate!ial inc ta2(s 1,5031+5< at) e! S&m

s&m

/astage ? 15<

a9ou! cha!ge %o! cutting 7 $lacing Boa!d e! S&m

s&m

*dd =ools and lants ? ,< *dd Cont!acto! $!o%it 7 o@e! heads ? 15<

B

=otal

s

Rate payable

Rs

.upplyin 7 8ixin of =9mm Thick apcell Board for expansion :oints +;%%<15%% mm, Cost o% mate!ial inc ta2(s 6531+5< at) e! S&m

s&m

/astage ? 15<

a9o! cha!ge %o! cutting 7 %i2ing e! S&m

s&m

*dd =ools and lants ? ,<

s *dd Cont!acto! $!o%it 7 o@e! heads ? 15< =otal

s

Rate payable

Rs

1:5+00 ,1+.0

=his 4astage 4ill de$end u$on the dimension o% the mem9e! (Column: Beam)

1:666+.0 110+00 1:886+.0 5+ 1:.+5 .1+8 :,+ =2=4&%% 'er s"m

66,+00 =his 4astage 4ill de$end u$on the dimension

115+.5 o% the mem9e! (Column: Beam) 888+.5 110+00 ..8+.5 .+.6 1:08+. 15+, 1:18,+ 12154&%% 'er s"m

"otential "ro>ect #ana7ers "?t. 2td.% "ro>ect@ C2"2  lo3al support And R  D Centre "ase1 Contractor@ BNB Samy  Company Su3>ect@ N+ tem  1)% Rate Analysis "recast Sla3 ,or +ur3o Eentilators

""#  Rate Analysi Sl. No.

Description

Unit

Qty

Rate

Amount

1

!oncrete

c(m

0.16

6'00.00

100'.,%

&

S2(tterin"

Sqm

1.88

%#0.00

8%.&6

'

); S2eet as Template >!irc(lar s2ape?

Sqm

0.'8

%00.00

1#0.80

%

3os

1.00

1&00.00

1&00.00 )%(0(.00

#

6

Tools : Plants >Appica=le onl+ 9or Sl. 3o. ' : %?



'

%0.#&

4 : Proft >Applica=le onl+  9or Sl. 3o. '% : #?

1#

&08.0

+otal

Rs.

)%'61.((

Remars /ate !onsidered is 9or a"reed P2ase-1 Sla= !oncree -&# "rade S(ppl+ : Po(rin" Ginis2in" rate (ter p2eri9er+ o9 1#0mm dia 2ei"2t needs to =e considered 9or circ(lar portion H &&x 0.6x 0.1# H0 .&8&8sqmI =ottom sla= s2(tterin" to =e added C 1 sqm /ate considered is P2ase-1 a"reed rate 9or sla= s2(tterin" Template starts 9rom =ottom please re9er p2oto '00mm 2ei"2t and %00 is t2e dia qt+ orks o(t to 0.' sqm Aro(nd %00k"s ei"2t per sla= to =e li9ted it2 crane and ' to % la=o(rs 2elp to place on t2e c(to(t

Sl. 3o. 1 : & rate incl(ded t2e 4 Proft T : P

Rate Analysis for Shuttering for Sl.No A

Description

Unit

Qty

Sqm Sqm !(m

11.#0 %1.&' .60 �.00 0.06 &&,'&.00

1

Material required for 10 Squaremeters Plywood required -12 mm thick (For Beam)

2

Metal Sheets for Slab

3 #

Batte ! "uer required .d/ustable cu-locks0 .d/ustable Sa0 .d/ustable Pros for etra suort0 Si%ot Pi0  ack0 4-clam 5 accessories60 etc6 for 17 Sqm 5 maimum hei%ht - # mtrs Sqm

$

Bidi% wire

&

'aste oil



ails required

Rate

10.00

#&00.00

$"
0.#0 0.#0 1.00

#0.00 %#.00 60.00

3os 3os 

1.#0 &.00 '

600.00 %00.00

Total Material Component Material wasta%e * $+ ,otal Material comoet B

Labour

1 & '

!arpenter adoor Tools : tackles rand total of Labour ! "quipment Total #A$B%

C

&rofit at 1'( Total #A$B$C%

Rate for shuttering ! it)s fabri*ation for beams ! Slabs

eam, Slab Repetetion Amount per use .00 &#.00 10.00

68#.%% 6.00 1%6.6

'#.00

1%8#.1

Remars

!onsideri n" (sa"e repetetion at &# da+s

&#.00 &&.#0 60.00 +'01-+ 12$67 +.+.-/

,00.00 800.00 1&,., 1+// -221++ .-/. -/0/0

er Sqm

-/0/

Rate Analysis ,or RCC "ipes (000 mm Dia "ipes U9A 1 R#+ S2.no Description Quantity Unit 1 !oncrete &# 1.6&0 !(m ( S2(tterin" &#.,&& Sqm Steel 16&.01 $" ) ' !oncrete 9or coller ointin" 0.1 !(m 6 Jointin" materials <.S +otal ,or materials
1%.%&  '  %.0# Tone

Rate #000 &00 6# #000 &00

1000

ointin7 o, RCC "ipe ,or 1 Rmt

Say

Amount Remars 8100.% #18%.'0 10#'0.61 100 $" per !(m 8'%.0& &00.00 ('&'5.'0 %,6,.88 &,81,.&8

%%&.8, '%&,&.18 %,%%.,' 11.11 %0#0.&' %%%6%.%# 666,.6

611)'.1( 611)'.00

D 9D #D t C.D 2

N"U+S %.00 %.&# %.1' 0.1' %.&, 1.00

m m m m m m

;D D D t !D <

A3re?ations ;nternal Dia o9 Pipe (ter Dia o9 Pipe ean Dia o9 Pipe T2ickness o9 Pipe !oller Dia
Hater "roo, course 100 mm tic a U9A  '.00x).00=1(.00 sqm area is tem no. Sl.no Description Quantity Consider a roo, sla3 '000x)000< mm to 1&.00 $.1( 3e treated .Area o, sur,ace to 3e treated on Joor. 1x'.00x).00=1(.00 sq m A #aterials in?ol?ed 1 Cement Gor "ro(tin" sl(rr+ %%.## Gor Brick concrete 1',.8 Gor &0 mm t2ick 1C# renderin" 11.,8 Gor second coat cement sl(rr+ %%.## Gor &0 mm fnis2 1C% 1'.86 Gor p(nnin" t2e s(r9ace '#.6% +9+A2 C8#8N+ #&0.%# 0.,0 ( Brick =ats &# m to 100 mm ) Coarse Sand Gor =rick concrete 0.%# Gor 1C# rendrin" 0.%0 Gor 1C% Ginis2in" 0.', Haterproo*n7 compound 10.%1 ! 2a3our Gor appl+in" sl(rr+ tice Beldar 1.&# i Ior 3ottom (0 mm renderin7 Goreman 0.&# i 1.00 ii ason 1.00 iii Belder 1.00 i? !oolie aterman 0.&0 ? Ior 3ric 3at concrete Goreman 0.&# i 0.&# ii ason 0.,# iii Belder 0.,# i? !oolie aterman 0.'# ? Ior ( days curin7 aterman 0.#0 i Ior *nal *nisin7 Goreman 0.&# i 1.#0 ii ason 1.#0 iii Beldar 1.#0 i? !oolie aterman 0.'# ? Ior Joodin7 te terrace ,or 16 days Goreman 0.#0 i %.00 ii aterman Ior De aterin7  cleanin7 te sur,ace

consi Unit Sqm

$" $" $" $" $" $" $" c(m c(m c(m c(m $"

3os 3os 3os 3os 3os 3os 3os 3os 3os 3os 3os 3os 3os 3os 3os 3os 3os 3os 3os

i C

D 8

Beldar rand +otal o, #aterials  la3our Add ,or li,t to con?ey #aterials %"umps ,or supplyin7 ater F1 G Add ,or Hire 3ruses%3rooms etc F 0.$6 G Add ,or roundin7 corners%7roo?es  main7 ceques F )G Add ,or Sundries  contin7encies F )G Add ,or ater car7es  8lectricity F 1.6 G Cost o, pro?idin7 F layin7 inte7rel cement 3ased aterproo*n7 treatment ,or 1-.(0 sqm area Rate per sqm

1.00

3os

era7e ered Rate

Amount

Remars %.&0 Sqm extra added

%.80 %.80 %.80 %.80 %.80 %.80 %.80

8#0.00 8#0.00 8#0.00 '0.00

&%,8.18

'8'.#& '%1.0& '&.' '1&.& 1 k" per #0 k" cement

1#0.00

18.#

'00.00 &00.00 1#0.00 1#0.00 1#0.00

#.00 &00.00 1#0.00 1#0.00 '0.00

'00.00 &00.00 1#0.00 1#0.00 1#0.00

#.00 #0.00 1%&.#0 1%&.#0 #&.#0

1#0.00

#.00

'00.00 &00.00 1#0.00 1#0.00 1#0.00

#.00 '00.00 &&#.00 &&#.00 #&.#0

'00.00 1#0.00

1#0.00 600.00 0.00

1#0.00 68&0.&& 68.&0 #1.1# &0%.61 &0%.61 10&.'0 %#1.0,

'65.5'

DateC 16-Ge=-1' D)  1060 x ('0 Pro8idi%0 fabricati% ad laci% i si%le leaf door with flush shutters of o8erall thickess lamiate of aro8ed shade o both sides icludi% %roo8es to atter ad 2$mm thick all-ro shall be the si:e of &7mm  177mm as show i the the detail drawi%s6 ,he timber door fr the detailed drawi%s6 .ll the eosed timber surfaces shall be staied to shade as dir

Slno

A

Description Door !odeC Door SiKe@ #aterials 1 Grames 9rame SieC asta"eC Total & Gl(s2 S2(tters S2(tter SieC Total
,his also icludes ro8idi% ad fii% i o =i%es - BB #33 K 3oEs 5 4 T2ickness

Sqmt

1

1.0#

!(m

&.%

&.#&

0.1

0.06

# !(m Sqmt Sqmt Sqm

'
/mt 3oEs Sqmt /mt

@xposed tim=er s(r9ace 6 Ginis2in"

Sqm

 Door Gittin"s D-!loser D-
3o 3o Set 3os 3o <S 3o

1

1.0#

&.%

&

1.0#

&.%

/mt

6.' # 6 1

0.'

0.' &.% #.&#

1 & % 1 1 1

Total 9or aterial Tax on aterial #atreial cost

1%.#0

Transportation loadin"(nloadin"

%

0.01&

B

#aterial Cost A

/s.

2a3our
S9t

Total Ser*ice Tax #aterial Cost !

1

1.0#

1&.'6 /s.

Total o9 aterial AI
9: Proft

1& 10

Rate ,or 9ne Door in Rs. =

&.1

/elease /0

mm 3$mm (1mm lamiate 9 33mm flush shutter 9 1mm lamiate) fiished with ud teak wood lii% as er the detail drawi%s6 ,he door frame (teak wood) ame shall be fied o8er the 277mm thk block work wth ;< hold faster as er ected by .rchitects ad fiished with melamie to the aro8ed teture6 itio ecessary hardware like 7

Q(ntit+

/ate

Amo(nt

/emarks

D)

0.0'#1 0.001## 0.0'68##

1'%06%.00

'%5'0.5)

Teak ood class - &

&.#& &.#& &.#&

1'#0.00 8,6.00

)%'0(.00 (%(6$.5(

1 mm t2ickness Teak 5ood

6.' 0.'1# 6.61# 0.0, &.%

11%.80 1#0.00 1%00.00 11%.80

$65.'0 500.00 1(-.00 ($6.6(

#.&#

%&6.%0

(%()&.-0

&'16.00 1,#.00 &%'.00 1800.00 �.00 �.00

(%)1-.00 )%560.00 5$(.00 1%&00.00 (60.00 (60.00 &%%'8.' '#%'.#6 ($%5&1.5) ,.#'

To("2ned )lass

elamine to t2e appro*ed text(re

&.&0#

1%#0.00

(&%565.'$

'1,.&#

)%15$.(6 ',#.18 )%65(.') )(%661.50 ',06.&' '&##.1,

)5%$1).)(

&'.'%6& '&%0

DateC

8D)  1&00 Pro8idi%0 fabricati% ad laci% i double leaf door with flush shutters of o8erall thickess #$mm all-roud teak wood lii% as er the detail drawi%s6 ,he door frame (Metal fish) shall be the si o8er the 277mm thk block work wth ;< hold faster as er the detailed drawi%s6 .ll the eosed ti aro8ed t

Slno

A

,he shutter should ha8e a 8iso aal of si:e 377  377mm ?mm ,his also icludes ro8idi% ad fii% =i%es - B @ead lock - 2?a dead lock Description K 3oEs 5 4 Door !odeC 1 1.8 &.% Sqmt Door SiKe@

#aterials 1 Grames 9rame SieC asta"eC Densit+ Total & Gl(s2 S2(tters S2(tter SieC 5asta"eC Total Paint o9 appro*ed s2ade >Bot2 Side?

'
0.&

0.0##

1 10

1.6

&.'6

&

1.6

&.'6

% #

1.8

&.%

0.' 0.'

0.' 0.'

1.8

&.%

$" $"!(m $" Sqm

# 8#0

Sqm Sqm

/mt /mt 3oEs Sqmt <s

@xposed tim=er s(r9ace 6 Ginis2in"

Sqm

 Door Gittin"s D-!loser D-
3o 3o Pair 3os 3o

6 1 8

1 1 1 6 1

Pair 3o

D-Gl(s2 Bolt D-Stopper Total Tax on aterial Total o9 All aterial Transportation

B

1%.#0 %

aterial !ost A

/s.

2a3our
S9t

Ser*ice Tax la=o(r !ost A

9: Proft

1

1&.'6 /s.

Total o9 aterial AI
& 1

/s. 1& 10

Rate ,or 9ne Door in Rs. =

1.8

&.%

16-Ge=-1'

/elease /0

('00mm iished with ait of aro8ed shade o both sides icludi% %roo8es to atter ad 2$mm thick e of $$mm  277mm as show i the the detail drawi%s6 ,he metal door frame shall be fied mber surfaces shall be aited to shade as directed by .rchitects ad fiished with ait to the eture6 thk tou%heed %lass fied wth teak woord beadi% both sides6 i ositio ecessary hardware like B #337 cka e with kob c lider6 T2ickness Q(ntit+ /ate Amo(nt 8D) '.)(

/emarks

etal Grame 0.00'

&.06 '.60 #.6

1'0

5&)-.-0

%.1#% 0.%1# %.#6,

1%00

-)5-.6''

8.'0

161.%6

1%)'1.(&

>Steel 9rame 4ollo section 'mm T2ickness?

Teak 5ood 0.01&

16.800 0.8%0 1.6%0 0.0, &.%

11%.8 1#0 1%00 11%.8

(%0(6.0$ 500.00 1(-.00 ($6.6(

6.00

81.&#

'&$.60

%68# &'# &100 &%8 '00

'%-&6.00 (%)$6.00 (%100.00 1%'&&.00 )00.00

To("2ned )lass

0# &00

1%'10.00 (00.00 ))%5'-.6( %,&&.&% )&%&-&.$1'#.86

%.'&

1%#0.00

'0%((-.-(

6&6%.00

-%(-'.00 %.&' $%0)&.() '$(-'.&6

#61.8 %&6.%,

6$%--).1(

#.6 &.11806

ProectC ScopeC

!2emiol Additi*es P*t.
N+06

"ro?idin7 and Iixin7 Cup loc Sta7in7 at all ei7ts aterial 4ire !2ar"es

Unit "er montsqm

N+06

"er sqm Sqm Rs.

Certi*ed 3y ""# "ro?idin7 and Iixin7 Cup loc Sta7in7 at all ei7ts

Unit

aterial 4ire !2ar"es >material considered are 4oriontal and Vertical Bracin"s Base Plates Si*el clamp Plat9orms and all necessar+ sa9et+ req(irment?

"er montsqm

Sqm

Sqm

Add T:P 7 ' >as per !ontract? Add !P : 4 7 1#  >as per !ontract? Rate "aya3le per sqmmont "er sqm Area Sqm +otal Amount per #ont Rs. Q(otation =+ t2e s. $ris2na*en+ @nterprises is /s. &1# /sSqmt per ont2. >ail r 3 &repared by

3 Che*:ed by

35erified by

6AAA "ngineer 7 9S

6AAA &ro8e*t Manger

6AAA 6ead 7 &ro8e*ts

(6666666666666666666)

(6666666666666666666666666666)

)Suresh (

"R9L8C+@ C:8#M92 ADD+E8S "

SCAII92DN #A+8RA2 R8QUR#8 Sl. No. A

!

#aterial Description

Unit

Verticals 1 ' m len"t2

3oEs

& & m len"t2

3oEs

' 1.# m len"t2

3oEs

4oriontal Standards 1 &.# m len"t2

3oEs

& 1.# m len"t2

3oEs

' 1.&# m len"t2

3oEs

% 0., m len"t2

3oEs

C

Ad(sta=le Base Plates

3oEs

D

Si*el !lamp

3oEs

8

Spi"ot Pin

3oEs

I

Ad(sta=le K Jacks

3oEs

Transport c

!onsider 2al9 o9 t2e area 9or erection in

Stockin"

/ental !2ar

Rental ca

100.00 &%.00 &%.00 1%8.00 %.%% 1#&.%% &&.8 1$6.00 1600.00 (&0%000.00

Amount

8#.00

&%.00 18.00 1&.00 '.81 1'0.81 1,.6& 160.00 18&.00 (&0%&00.00 9erence attac2ed? 3Certified by

6AAA 4ire*tor )Madhukar B .(

+. 2+D.% ":AS8 1

+ I9R (000 Sqmt Quantity

Rate in Rs.

Amount in Rs. Remars

As per %66%80 Q(otation =+ s. P3D4A3 '11,&0 S!AGG
#60

8''

#60

##

'00

%1#

#&0

#08

&,0#60

#&0

'1%

1,6080

&860

&6#

#,00

&860

&0%

#8'%%0

'00

&'0

6,000

�

8'

&0#0

8#0

#1

%''#0

1#0

&6&

','00

+otal Amount

$%11&%'&0

VAT 7 1%.#0

10'&180

2ar"e ill =e extra loadin" incl(ded

10000 Ass(med

+otal Amount includin7 tax AO

&%1-0%--0

Amount per Sqmt

'%0&0

one time 4al9 o9 t2e area in sqmt H

1000

Amo(nt 9or 2al9 o9 t2e area LBM

%080''0

Dama"e and asta"e in a"e

&

and 2andlin" c2ar"es in a"e o9 LBM

&

S(= Total L!M *er2eads and Proft H 1# Total LDM

16'&1' &%%8& %&680&#

3o o9 +ears to =e (sed

#

@Fecti*e (sa"e in a +ear in ont2s

10

e per ont2 9or 1000 sq(are meter

8#'60

7e per #ont per Square meter

&6.)-

Say

&6 Rs.Sqm#ont

&ro8e*t3 CL&L 7 Centre for ";*ellen*e 7&hase << Bidadi Contra*tor3 =>= S?amy ! Company Sub8e*t3 >T
o >T71+

4es*ription

@nit

4ismantling of &lain Cement Con*rete Machiary 5 >abour char%e For @ismatli%

Cum

>abour 4har%e For "emo8i% @ebris >oadi% to ,ractor 5 carti% .way

4um

.dd ,5P * 3+ .dd 4P 5 = * 1$ + Rate &ayable per Cum

Cum

3 &repared by

3 Che*:ed by

35erified by

6AAA "ngineer 7 9S

6AAA &ro8e*t Manger

6AAA 6ead 7 &ro8e*ts

(6666666666666666666666666666)

)Suresh (

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"roposed Rate

Anticipated Qty

+otal Cost implicatio n

&%&8.00

'

&8%.00

PPP

Rate in Rs

Anti*ipated Cost qty
Remar:s

10$77677 377677 10?77677 $#677 10?$#677 2?617 +,12+00

200

.,2/.00

4ismatling of loor &CC for laying 64&< &ipes

3Certified by


Remars

P2ase-1 Present dismantlin" qt+ onl+ considered

"ro>ect@ C2"2  Centre ,or excellence "ase  !idadi Contractor@ BNB Samy Su3>ect@ N+ tem Rate Analysis  !asant !etons Supply and *xin7 o, -0mm tic (10x (10<Sot N+1(A 3lasted pa?ers!asant !etons

sqm

S(ppl+ o9 pa*ers -aterial price -incl(din"1 asta"e Add excise d(t+ 7 1&.'6 Add 9or VAT7 1%.# add 9or 9rie"2t >loadin" (nloadin" 9(el c2ar"es -/s #s9t? total S(ppl+ o9 sand >/s 0 per c9t 9or #0 mm t2ick? total material cost

incl(din" ser*ice tax?

total Add T:P 7 ' toal Add !P : 4 7 1# 

N+1(!

Rate "aya3le

SQm

Supply and *xin7 o, -0mm tic (10x (10<!lended colour  !asant !etons

sqm

S(ppl+ o9 pa*ers -aterial price -incl(din" 0.# asta"e Add excise d(t+ 7 1&.'6 Add 9or VAT7 1%.# add 9or 9rie"2t >loadin" (nloadin" 9(el c2ar"es -/s #s9t? total S(ppl+ o9 sand >/s0 per c9t 9or #0 mm t2ick? total material cost

incl(din" ser*ice tax?

total Add T:P 7 ' toal Add !P : 4 7 1#  Rate "aya3le

"er N9

Note@Ser?ice tax and BEA+ extra as per actual.

Rate

3ty

(mount

61.0% ,%.06 1&'.,, #'.80 1%0)(.&5 1&'.%8 1%16-.)$

108.81

1%(-6.1& '.,6 1%)0).1) 1,#.% 1%'55.00

Rate

'%5$-.'0

3ty

$%'65%-().-0

(mount

86#.%' 106., 1%1.00 #'.80 1%1-$.15 1&'.%8 1%(50.-$

108.81

1%)55.'& %1.,8 1%''1.'&16.&& 1%-6&.00

$').-0

1%()(%&&&.&0

Remars 5asta"e o9 1 - considered 9or c(r*ed portion o9 /oad and 5asta"e d(rin" S2i9tin" : 4andlin".

As per pre?ailin7 maret rate Rs $0c,t is considered

ncludin7 1(.)-G S+ Quotation Attaced &  10 la3oursday can complete 1600s,tday and cost includes mecanical eart rammer ?i3rator Gor @lectricit+ s(ppl+ Tools : Plants As per !ontract 8 o9 t2e Total Q(antit+ - As per SA >ail Attac2ed?

Remars 5asta"e o9 0.# - considered 9or c(r*ed portion o9 /oad and 5asta"e d(rin" S2i9tin" : 4andlin".

As per pre?ailin7 maret rate Rs $0c,t is considered

ncludin7 1(.)-G S+ Quotation Attaced &  10 la3oursday can complete 1600s,tday and cost includes mecanical eart rammer ?i3rator Gor @lectricit+ s(ppl+ Tools : Plants As per !ontract 1' o9 t2e Total Q(antit+ - As per SA >ail Attac2ed?

"ro>ect@ C2"2  Centre ,or 8xcellence "ase  !idadi Contractor@ BNB Samy  Company Su3>ect@ N+ tem Rate Analysis  Eariation order No@ 0' tem No

N+11

Description

Unit

8lastomeric Acrylic Hater "roo*n7@ All exposed concrete sur,aces are to 3e coated it #AS+8RS8A2 660% a to component reacti?e polymer composite. +e product sall 3e applied in minimum to coats to acie?e total DI+ o, (mm. +e "roduct sall resist $ 3ars pressure en tested as per DN 10'& at (mm DI+.

"er Sqm

A"enc+ !2ar"e it2 tax !leanin" : !(rin" !2ar"es Add T:P 7 ' Add !P : 4 7 1#  Rate "aya3le

"er Sqm

Note@EA+  Ser?ice +ax sall 3e claimed extra same as tender. 3 &repared by

3 Che*:ed by

6AAA "ngineer 7 9S

6AAA &ro8e*t Manger

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35e

6 6ead )S

Rate

Anticipated qty

Cost mplication

%1#.00 '16.00 100.00 616.00 1&.%# #&.%# ,.1& -0$.00

ified by

AA 7 &ro8e*ts resh (

-00.00

)-'%(00.00

3Certified by


Remars

!asement  per,ormance and testin7  RCC !rid7e

"ro>ect@ C2"2  Centre ,or 8xcellence "ase  !idadi Contractor@ BNB Samy  Company Su3>ect@ N+ tem Rate Analysis  Eariation order No@ 0'

tem No N+10 A

Description

Unit

Supplyin7 Drillin7  Iixin7 (6 mm Dia it )(mm :ole )00mm deep R Steel Usin7 :ilti R8600 Cemical rein,orcement steel sall 3e paid under rele?ent +ender tem< A"enc+ !2ar"e it2 tax

Unit

ScaFoldin" !2ar"es Add T:P 7 ' Add !P : 4 7 1#  Rate "aya3le

tem No N+10 !

"er N9

Description

Unit

Supplyin7 Drillin7  Iixin7 1- mm Dia it (0mm :ole )00mm deep R Steel Usin7 :ilti R8600 Cemical rein,orcement steel sall 3e paid under rele?ent +ender tem< A"enc+ !2ar"e it2 tax

Unit

ScaFoldin" !2ar"es Add T:P 7 ' Add !P : 4 7 1#  Rate "aya3le

"er N9


3 Che*:ed by

6AAA "ngineer 7 9S

6AAA &ro8e*t Manger

(6666666666666666666)

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Rate

Anticipated qty

Cost mplication

1811.%0 1%&11.'0 %0.00 1%&61.'0 18#1.%0 &.1 (%1(5.00

Rate

10.00

Anticipated qty

(1%(50.00

Cost mplication

1&'0.#0 1%()0.60 %0.00 1%($0.60 1&0.#0 1,0.#8 1%'-1.00

35erified by

6AAA 6ead 7 &ro8e*ts )Suresh (

&.00

11%-&&.00

Remars

3A- ;ncl(ded in Vendor Scope

+rainin7 !loc as per structural consultant instruction Drain7 Re, !8SRC2101AR(

Remars


Trainin" Block as per str(ct(ral cons(ltant instr(ction Drain" /e9 B@S-/!-<1-01A-/& 3Certified by


"ro>ect@ C2"2  Centre ,or 8xcellence "ase  !idadi Contractor@ BNB Samy  Company Su3>ect@ N+ tem Rate Analysis  Eariation order No@ 0'

tem No N+05

Description Supplyin7 Drillin7  Iixin7 :S+ #(0 :ilti !olt o, (60 mm deep% includin7 "ullin7 test

Unit "er No

ScaFoldin" !2ar"es Add T:P 7 ' Add !P : 4 7 1#  Total !ost Rate "aya3le

"er N9


3 Che*:ed by

6AAA "ngineer 7 9S

6AAA &ro8e*t Manger

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(6666666666666666666666666666)

Anticipated qty

Rate

Cost mplication

Remars

&0,'.00 (%05).00 %0.00 (%1)).00 -

(%1)).00 '1,.,# (%'6(.56 (%'6).00

35erified by

6AAA ead 7 &ro8e*ts )Suresh (


)-

&&%)0&.00 n Analytical 2a3 !loc

3Certified by


Area Considered; 10 x 10 = 100 Sqmt

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