Lohia Repair Work

7/25/2019 Lohia Repair Work

1/150

Abst

Refrence

Description N

2 Analysed rate

In Boundry wall front side wall clading damaged

11

1

1Long span 3

3small 3

2Total- A

B:- Piller side boundry wall 2!

2!Top 2!wall 2!

2!small space 2!

2!

2!

2!Total -B

":- #wimming pool and Audiotorium around $$

$$

$$

$$

$$

$$

MkW0 jke euksgj yksfg;k jk"Vh; fof/k fo'o

Sr.No

Pro%iding and fi&ing carbon steel gal%anised ' minimum coating $ micron (das) fastener '*isc)er Anc)or ma+e- ,ammerfi& -A2- *..2/$.03$( of ! mmdia double t)readed counter sun+ )ead including drilling of )ole in stone walllining on ""4Bric+ wall etc0 as per direction of 5ngineer-in-c)arge0 si6e !&!. mm

A:- Piller7ain 8ate


2/150

Refrence

Description N

Sr.No

top $$

$$Total -"

9:- BA" ;all near gym

wall of multipurpose )all 1

1

1ear ,ospital 1

1

1"anteen 1

1

1

1Total

8rand Total A


3/150

ract of Cost & Bill of Quantity

o. " # D$% Qty nit

1 10.$ .0$ .0 #?m1 202 .0$ .0@@ #?m

1 .0@ .0$ .01 #?m

1 .0@$ .0$ .03 #?m

2 101$ .0$ 3011 #?m

2 .01 .0$ .02 #?m

2 .0!$ .0$ 203. #?m

2 .012 .0$ .022 #?m

!02. #?m

2 10@ .0$ 20.! #?m

1 10@ 20.$ @$0@ #?m

1 .0 .0 $0! #?m

2 10!2 .0$ .022 #?m

1 203 .0$ 2101 #?m

1012 .0$ @0@$ #?m

.012 .0$ !.03$ #?m

.0 .0$ 2.$03 #?m

.012 .0$ $30$ #?m

32.103@ #?m

2 201 .02 02. #?m

2 102 .02 202 #?m

1 2 .0$ @0$. #?m

1 10! 2 1@!0.. #?m

2 .03 .03$ 130! #?m

.0! .03$ 022 #?m

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4/150

o. " # D$% Qty nit

1 .0 .0$2 1301 #?m

2 10 .0$ @02. #?m

@30! #?m

1 $! @ $220.. #?m

1 12 @ 1.!0.. #?m

1 1 @ 1$30.. #?m

1 21 0$ 1$0$. #?m

1 @0! 0$ 30$. #?m

1 $0!$ .0@$ #?m

1 12 0 0!. #?m

1 0 0!. #?m

1 12 0 0!. #?m

1 2. 0 12!0.. #?m

13!103$ #?m

$.!0!. #?m

2.330@2 #?m

1.1.0.. os


5/150

Rate A'ount

Z


6/150

Rate A'ount

!.0.. !13..0..

()*+,,.,,


7/150

Abst

Refrence

Description N

)

In Boundry wall front side wall clading damaged

1

1

1

1Long span 3

3small 3

2Total- A

B:- Piller side boundry wall 2!

2!Top 2!wall 2!

2!small space 2!

2!

2!

2!

Total -B


$$

$$

$$

$$

$$

top $$$$

Total -"

MkW0 jke euksgj yksfg;k jk"Vh; fof/k fo'o

Sr.No

9#-2.1-1$0.01

9ismantling precast concrete or stone slabs in walls partition walls etc0including stac+ing wit)in $. metres lead : T)ic+ness up to . mm

A:- Piller7ain 8ate


8/150

Refrence

Description N

Sr.No



1

1ear ,ospital 1

1

1"anteen 1

1

1

1Total

8rand Total A


9/150

Refrence

Description N

Sr.No

2!

2!

2!Total -B


$$

$$

$$

$$

$$top $$

$$Total -"



1

1ear ,ospital 1

1

1"anteen 1

1

1

1Total

8rand Total A


10/150

Refrence

Description N

Sr.No

*


1

1ear ,ospital 1

1

1"anteen 1

1

1

1Total

*or Le%eling and repair boundry wall of different location 1.80Total

*or repair boundry wall of different location 2$80Total

9#-2.1-2$02

Pro%iding and fi&ing double scaffolding system 'cup loc+ type( ont)e e&teriorside of building4structure upto 2$ metre )eig)t abo%eground le%el includingadditional rows of scaffolding in stepped manner as per re?uirement of sitemade wit) .mm dia 70#0 tube placed 10$ metre centre to centre )ori6ontalC %ertical tubes oint wit) cup C loc+ system wit) 70#0 Tubes 70#0 tube c)allis

70#0 clamps and staircase system in t)e scaffolding for wor+ing platform etc0and maintaining it in a ser%iceable condition for e&ecution of wor+ of cleaningand4 or pointing and4 or applying c)emical and remo%ing it t)ereafter0 T)escaffolding system s)all be stiffened wit) bracings runners connecting wit)t)e building etc w)ere%er re?uired if feasible for inspection of wor+ atre?uired locations wit) essential safety features for t)e wor+men etc0complete as per directions and appro%al of 5ngineer-in-c)arge0 Note:-'1( T)eele%ational area of t)e scaffolding s)all be measured for payment purpose0 '2(T)e payment will be made once only for e&ecution of all items for suc) wor+s09#-2.1-2$02

DPP;9 #-

3.$b


11/150

Refrence

Description N

Sr.No

+

*or rear4 c)ange of damaged tile in par+ near girls )ostel2..80Total

/

*or green )ouse c)ange 1

180Total

(

er girls )ostel railing 1

0

*or repair of planters in different location .80Total

Analysedate

#tone tile wor+ for wall lining o%er 12 mm t)ic+ bed of cement mortar 1:3 '1cement : 3 coarse sand( and cement slurry > 303 +g4 s?m including pointing inw)ite cement complete0 ! mm t)ic+ of any colour and s)ade0

DPP;9 #-2.1$-2!1

Pro%iding and laying "ement concrete 1::!' 1 cementF coarse sand : !graded stone aggregate .mm0nominal si6e( including supply of all materialsGlabour and T C P etc0re?uired for proper completion of t)e wor+ and curingcompletealso including cost of formwor+ in foundation C floors0

DPP;9 #-2.1$-2.

#upply and fi&ing ,and rail and Balustrade modular system passi%e ##-3.grade decorati%e ailing system comprising of )and rail $.mm and 10$ mmt)ic+ and 3 o0 )ori6ontal steel pipe of 1@ mm dia and 10$mm t)ic+ of e?ualspacing wit) Balustrade of ## pipe of 3! mm and 10$mm t)ic+ > 12.. mm"4" of passi%ated and finis) t)e surface good and co%ering wit) steel s)oewit) all %isible stainless steel metel of 3. grade in stain finis) )ig)t of railingis @.. mm as per detailed specification attac)ed wit) P"0

Analysedate

Pro%iding and fi&ing La+) red colour granite 'polis)ed( in big slab 1! '


12/150

Refrence

Description N

Sr.No

),

*or repair steps in different location of building 12.80Total

))

*or repair of foot pat) in campus .Total

)2

In 8rean )ouse 3In 8rean )ouse 2Lawn 3Lawn 2Total

;5I8,T E* #teel > 0$. +g4m

)*

In 8rean )ouse $

In 8rean )ouse 2Lawn

Analysedate

Pro%iding and fi&ing 1!'


13/150

Refrence

Description N

Sr.No

Lawn !Total

Gran !otal


14/150

ract of Cost & Bill of Quantity

o. " # D$% Qty nit

1 10.$ .0$ .0 #?m

1 202 .0$ .0@@ #?m

1 .0@ .0$ .01 #?m

1 .0@$ .0$ .03 #?m

2 101$ .0$ 3011 #?m

2 .01 .0$ .02 #?m

2 .0!$ .0$ 203. #?m

2 .012 .0$ .022 #?m

!02. #?m

2 10@ .0$ 20.! #?m

1 10@ 20.$ @$0@ #?m1 .0 .0 $0! #?m

2 10!2 .0$ .022 #?m

1 203 .0$ 2101 #?m

1012 .0$ @0@$ #?m

.012 .0$ !.03$ #?m

.0 .0$ 2.$03 #?m

.012 .0$ $30$ #?m

32.103@ #?m

2 201 .02 02. #?m

2 102 .02 202 #?m

1 2 .0$ @0$. #?m

1 10! 2 1@!0.. #?m

2 .03 .03$ 130! #?m

.0! .03$ 022 #?m

1 .0 .0$2 1301 #?m2 10 .0$ @02. #?m

@30! #?m

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15/150

o. " # D$% Qty nit

1 $! @ $220.. #?m

1 12 @ 1.!0.. #?m

1 1 @ 1$30.. #?m

1 21 0$ 1$0$. #?m

1 @0! 0$ 30$. #?m

1 $0!$ .0@$ #?m

1 12 0 0!. #?m

1 0 0!. #?m

1 12 0 0!. #?m

1 2. 0 12!0.. #?m

13!103$ #?m

$.!0!. #?m

1.10@ #?m

1 10.$ .0$ .0 #?m

1 202 .0$ .0@@ #?m

1 .0@ .0$ .01 #?m

1 .0@$ .0$ .03 #?m

2 101$ .0$ 3011 #?m

2 .01 .0$ .02 #?m

2 .0!$ .0$ 203. #?m

2 .012 .0$ .022 #?m

!02. #?m

2 10@ .0$ 20.! #?m

1 10@ 20.$ @$0@ #?m

1 .0 .0 $0! #?m

2 10!2 .0$ .022 #?m

1 203 .0$ 2101 #?m 1012 .0$ @0@$ #?m


16/150

o. " # D$% Qty nit

.012 .0$ !.03$ #?m

.0 .0$ 2.$03 #?m

.012 .0$ $30$ #?m

32.103@ #?m

2 201 .02 02. #?m

2 102 .02 202 #?m

1 2 .0$ @0$. #?m

1 10! 2 1@!0.. #?m

2 .03 .03$ 130! #?m

.0! .03$ 022 #?m

1 .0 .0$2 1301 #?m

2 10 .0$ @02. #?m

@30! #?m

1 $! @ $220.. #?m

1 12 @ 1.!0.. #?m

1 1 @ 1$30.. #?m

1 21 0$ 1$0$. #?m

1 @0! 0$ 30$. #?m

1 $0!$ .0@$ #?m

1 12 0 0!. #?m

1 0 0!. #?m

1 12 0 0!. #?m

1 2. 0 12!0.. #?m

13!103$ #?m

$.!0!. #?m

1.10@ #?m


17/150

o. " # D$% Qty nit

1 $! @ $220.. #?m

1 12 @ 1.!0.. #?m

1 1 @ 1$30.. #?m

1 21 0$ 1$0$. #?m

1 @0! 0$ 30$. #?m

1 $0!$ .0@$ #?m

1 12 0 0!. #?m

1 0 0!. #?m

1 12 0 0!. #?m

1 2. 0 12!0.. #?m

13!103$ #?m

2 0.. .023 .0. 10$ "um

10$ "um

2 10 10! 10.. #?m

10.. #?m


18/150

o. " # D$% Qty nit

1 .0 .0 20.. #?m20.. #?m

2 3. .03 .0 1.0!. "um

1 $. .03 .0 @0.. "um

1@0!. "um

1 1.0.. 1.0.. 7tr

1 10! .03 320. #?m

320. #?m


19/150

o. " # D$% Qty nit

1 10! .03 0!. #?m

0!. #?m

1 20.. 10.. !.0.. #?m

!.0.. #?m

1 2.0.. .0.. 7etre

1 1.0.. 2.0.. 7etre

1 $0.. 1$0.. 7etre

1 1$0.. 3.0.. 7etre

12$0.. 7etre

$20$. g

1 2.0.. 30.. 3..0.. #?m

1 1.0.. 102. 20.. #?m1 $0.. .0@. 20.. #?m


20/150

o. " # D$% Qty nit

1 2$0.. .0. 12.0.. #?m

10.. #?m


21/150

Rate A'ount

Z


22/150

Rate A'ount

1.0$$ 1.@30.$


23/150

Rate A'ount

2$0.. 3$.0..


24/150

Rate A'ount

1$@0@. 22.!0!

$!$$0.. @@$!0!.

110$. 2@0..


25/150

Rate A'ount

3110.. 22!3120..

$12.0.. 1.130..

$...0.. $....0..

$.0.. 1!3.!0..


26/150

Rate A'ount

.0.. 3.@!0!.

1$0.. 11$.0..

$0@. 2@30$


27/150

Rate A'ount

@30.. 3!.30..

(/,()2.2+


28/150

Sr.No Refrence

)

2

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!

DSR-2,)*-2.+.)

DSR-2,)*-2,.).2

DSR-2,)*-.*.2

DSR-2,)*-2,.+.).)

DSR-2,)*-2,.+.).2


29/150

+

/

(

0 PP#D SR

),

DSR-2,)*-2,./.).)

DSR-2,)*-

2,.(.)

DSR-2,)*-2,.0

AnalyseRate$DSR-2,)-.*/.)


30/150

))

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)* PP#D SR

) PP#D SR

)

)+

AnalyseRate$DSR-2,)-.*/.2

DSR-2,)*-.*.)

DSR-2,)*-.0.

DSR-2,)*-.0.2)


31/150

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2,

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22

2*

DSR-2,)*-.0.2,

DSR-2,)*-

.0.+1.0.)

DSR-2,)*-.0.0

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1.0.)

PP#DSR-*,b3

PP#DSR-*,b31*,01*),

PP#DSR-*,b31*,01*),


32/150

2

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2+

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20

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)./.

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33/150

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se rate

AnalyseRate$DSR-

2,)*-0.0.).)


34/150

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,

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2

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AnalyseRate$DSR-

2,)*-).)2.)

AnalyseRate$DSR-2,)*-).2.)

PP#DSR-/,+1/,/

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PP#DSR-/,(

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35/150

+

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,

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AnalyseRate$DSR-

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PP#D-SR+)1+2

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36/150

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37/150

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38/150


39/150

Abstract of Cost & Bill of Quan

Impro%ement epair and reno%ation of 5" Effice of DPP;9

Description

i0 ksd fuekZ#k fo$kk% ds ie k (f$k )rk d

5art) wor+ in e&ca%ation by mec)anical means ',ydraulic e&ca%ator( 4 manualmeans o%er areas 'e&ceeding 3.cm in dept)0 10$ m in widt) as well as 1. s?mon plan( including disposal of e&ca%ated eart) lead upto $. m and lift upto10$m disposed eart) to be le%elled and neatly dressed0All +inds of soil0 9#-2.13-2001

Pro%iding dri%ing and installing dri%en cast-in-situ reinforced cement concretepiles of grade 7-2$ of specified diameter and lengt) below t)e pile cap to

carry safe wor+ing load not less t)an specified e&cluding t)e cost of steelreinforcement but including t)e cost of s)oe and t)e lengt) of pile to beembedded in t)e pile cap etc0 all complete0 'Lengt) of pile for payment s)allbe measured from top of s)oe to t)e bottom of pile cap( :$. mm dia piles09#-2.13-2.0102

5&tra for pro%iding ric)er mi&es at all floor le%els0 Pro%iding 7-3$ gradeconcrete instead of 7-2$ grade B7"4 7"0 'ote : "ement contentconsidered in 7-3$ is > 3$. +g4cum( 9#-2.13-$0302

Hertical load testing of piles in accordance wit) I# 2@11 'Part IH( includinginstallation of loading platform and preparation of pile )ead or construction oftest cap and dismantling of test cap after test etc0 complete as perspecification C t)e direction of 5ngineer in-c)arge0 #ingle pile upto $. tonnecapacity Initial test0 9#-2.13-2.00101

Hertical load testing of piles in accordance wit) I# 2@11 'Part IH( includinginstallation of loading platform and preparation of pile )ead or construction of

test cap and dismantling of test cap after test etc0 complete as perspecification C t)e direction of 5ngineer in-c)arge0 #ingle pile upto $. tonnecapacity outine test0 9#-2.13-2.00102


40/150

"yclic %ertical load testing of pile in accordance wit) I# "ode of practice I#:2@11 'part IH( including preparation of pile )ead etc for0#ingle pile Dpto $.tonne capacity pile0 9#-2.13-2.00101

Lateral load testing of single pile in accordance wit) I# "ode of practice I# :

2@11 'Part IH( for determining safe allowable lateral load on pile : Dpto $.tonne capacity pile0 9#-2.13-2.0!01

Integrity testing of Pile using Low #train4 #onic Integrity Test4 #onic 5c)o Testmet)od in accordance wit) I# 1!@3 including surface preparation of pile topby remo%ing soil mud dust C c)ipping lean concrete lumps etc0 and use ofcomputerised e?uipment and )ig) s+ill trained personal for conducting t)e testC submission of results all complete as per direction of 5ngineer-in-c)arge09#-2.13-2.0@

Pro%iding and laying "ement concrete 1::! '1 cement : coarse sand : !graded stone ballast . mm0 nominal si6e( including supply of all materialslabour and TCP etc0 re?uired for proper completion of t)e wor+ and curingcomplete also including cost of formwor+ in foundation and floors0 DPP;9#-2!1

Pro%iding and laying in position ready mi&ed 7-2$ grade concrete forreinforced cement concrete wor+ using cement content as per appro%eddesign mi& manufactured in fully automatic batc)ing plant and transported tosite of wor+ in transit mi&er for all leads )a%ing continuous agitated mi&ermanufactured as per mi& design of specified grade for reinforced cementconcrete wor+ including pumping of 070"0 from transit mi&er to site of laying e&cluding t)e cost of centering s)uttering finis)ing and reinforcementincluding cost of admi&tures in recommended proportions as per I# : @1.3 toaccelerate4 retard setting of concrete impro%e wor+ability wit)out impairingstrengt) and durability as per direction of t)e 5ngineer - in - c)arge0 'ote :-"ement content considered in t)is item is > 33. +g4cum0 5&cess4less cement

used as per design mi& is payable4reco%erable separately(0 All wor+s uptoplint) le%el0 Analysed ate49#-2.1-$0301


41/150

Pro%iding and laying in position ready mi&ed 7-2$ grade concrete forreinforced cement concrete wor+ using cement content as per appro%ed

design mi& manufactured in fully automatic batc)ing plant and transported tosite of wor+ in transit mi&er for all leads )a%ing continuous agitated mi&ermanufactured as per mi& design of specified grade for reinforced cementconcrete wor+ including pumping of 070"0 from transit mi&er to site of laying e&cluding t)e cost of centering s)uttering finis)ing and reinforcementincluding cost of admi&tures in recommended proportions as per I# : @1.3 toaccelerate4 retard setting of concrete impro%e wor+ability wit)out impairingstrengt) and durability as per direction of t)e 5ngineer - in - c)arge0 'ote :-"ement content considered in t)is item is > 33. +g4cum0 5&cess4less cementused as per design mi& is payable4reco%erable separately(0 All wor+s abo%eplint) le%el upto floor H le%el0 Analysed ate49#-2.1-$0302

5&tra for pro%iding ric)er mi&es at all floor le%els0 Pro%iding 7-3. gradeconcrete instead of 7-2$ grade B7"4 7"0 'ote:- "ement contentconsidered in 7-3. is > 3.+g4cum( 9#-2.13-$0301

,#9 or iron in plain wor+ suc) as reinforced concrete or reinforced bric+wor+ 'w)en not included in o%er all rates ( wroug)t to re?uired s)ape as

necessary including bending and also including supply of steel andwastages and o%erlapping and )oo+es re?uired for completion of t)e wor+0DPP;9 #-$.

7ild steel or iron wor+ in )ea%y si6es suc) as trusses builts up gates doorframes records rac+s roof wor+ gates etc0 wroug)t to re?uired formincluding drilling )oles ri%etting or welding w)ere necessary and alsoincluding supply of steel bolts nuts and wastages etc0 and t)eir fi&ingre?uired for completion of t)e wor+0 DPP;9 #-$.3

"entering and s)uttering including strutting propping etc0 and remo%al of formfor :Lintels beams plint) beams girders bressumers and cantile%ers0 9#-2.13-$0@0$

"entering and s)uttering including strutting propping etc0 and remo%al ofsame for Lintels beams plint) beams girders bressumers and cantile%ers0wit) water proof ply 12 mm t)ic+0 9#-2.13-$0@021


42/150

"entering and s)uttering including strutting propping etc0 and remo%al of formfor #uspended floors roofs landings balconies and access platform0 wit)water proof ply 12 mm t)ic+0 9#-2.13-$0@02.

"entering and s)uttering including strutting propping etc0 and remo%al of formfor "ornices and mouldings0 9#-2.13-$0@0


43/150

Pro%iding and fi&ing double scaffolding system 'cup loc+ type( ont)e e&teriorside of building4structure upto 2$ metre )eig)t abo%eground le%el includingadditional rows of scaffolding in stepped manner as per re?uirement of sitemade wit) .mm dia 70#0 tubeplaced 10$ metre centre to centre )ori6ontal C %ertical tubes oint wit) cup C

loc+ system wit) 70#0 Tubes 70#0 tube c)allis 70#0 clamps and staircasesystem in t)e scaffolding for wor+ing platform etc0 and maintaining it in aser%iceable condition for e&ecution of wor+ of cleaning and4 or pointing and4 orapplying c)emical and remo%ing it t)ereafter0 T)e scaffolding system s)all bestiffened wit) bracings runners connecting wit) t)e building etc w)ere%erre?uired if feasible for inspection of wor+ at re?uired locations wit) essentialsafety features for t)e wor+men etc0 complete as per directions and appro%alof 5ngineer-in-c)arge0 Note:-'1( T)e ele%ational area of t)e scaffolding s)allbe measured for payment purpose0 '2( T)e payment will be made once onlyfor e&ecution of all items for suc) wor+s0 9#-2.13-2$02

9emolis)ing 0"0"0 wor+ manually4 by mec)anical means including stac+ingof steel bars and disposal of unser%iceable material wit)in $. metres lead asper direction of 5ngineer - in- c)arge0 9#-2.13-1$03

9emolis)ing bric+ wor+ manually4 by mec)anical means including stac+ing ofser%iceable material and disposal of unser%iceable material wit)in $. metreslead as per direction of 5ngineer-in-c)arge0 9#-2.13-1$00

9ismantling ac+ arc) roofing and floors including stac+ing of ser%iceablematerial and disposal of unser%iceable material wit)in $. metres lead0 9#-2.13-1$03.

9emolis)ing mud p)as+a in terracing and disposal of material wit)in $.metres lead0 9#-2.13-1$02

9ismantling roofing including ridges )ips %alleys and gutters etc0 andstac+ing t)e material wit)in $. metres lead of :Asbestos s)eet0 9#-2.13-1$03.

9ismantling wooden ballies in posts and struts including stac+ing wit)in $.metres lead0 9#-2.13-1$033


44/150

9ismantling cement asbestos or ot)er )ard board ceiling or partition wallsincluding stac+ing of ser%iceable materials and disposal of unser%iceablematerials wit)in $. metres lead0 9#-2.13-1$01

9ismantling "0I0 or asbestos rain water pipe wit) fittings and clamps including

stac+ing t)e material wit)in $. metres lead :1.. mm dia pipe0 9#-2.13-1$0202

9ismantling "0I0 pipes including e&ca%ation and refilling trenc)es after ta+ingout t)e pipes manually4 by mec)anical means brea+ing lead caul+ed ointsmelting of lead and ma+ing into bloc+s including stac+ing of pipes C lead atsite wit)in $. metre lead as per direction of 5ngineer-in-c)arge:Dp to 1$. mmdiameter0 9#-2.13-1$0$01

7a+ing t)e opening in bric+ masonry including dismantling in floor or walls bycutting masonry and ma+ing good t)e damages to walls flooring and ambscomplete to matc) e&isting surface i4c disposal of mulba4 rubbis) to t)enearest municipal dumping ground0*or door4 window4 clerestory window0 9#-2.13-1001

Pro%iding and fi&ing stone ali . mm t)ic+ t)roug)out in cement mortar 1:3 '1cement : 3 coarse sand( including pointing in w)ite cement mortar 1:2 '1

w)ite cement : 2 stone dust( wit) an admi&ture of pigment matc)ing t)e stones)ade ali slab wit)out any c)amfers etc0 ;)ite marbale stone0 Analysedate49#-2.13-03302

#upply and fi&ing #alwood wroug)t framed and fi&ed including simplemoulding straig)t wor+ as in ")au+)at frame including supply of all materialslabour TCP etc0 re?uired for proper completion of wor+0 9#-2.13-@01024Analysed rate

Pro%iding and fi&ing gla6ed s)utters for doors windows and clerestorywindows using mm t)ic+ float glass panes including I#I mar+ed stainlesssteel butt )inges of re?uired si6e wit) necessary screws0 #econd class tea+wood0 3$ mm t)ic+0 Analysed ate49#-2.13-@0@0101


45/150

9ismantling doors windows and clerestory windows 'steel or wood( s)utterincluding c)ow+)ats arc)itra%e )oldfasts etc0 complete and stac+ing wit)in $.metres lead :Ef area 3 s?0 metres and below0 Analysed ate49#-2.13-1$01201

*i&ing c)ow+)ats in e&isting opening including embedding c)ow+)ats in floorsor walls cutting masonry for )oldfasts embedding )old fasts in cementconcrete bloc+s of si6e 1$ & 1. & 1. cm wit) cement concrete 1:3: '1 cement: 3 coarse sand : graded stone aggregate 2. mm nominal si6e( and ma+inggood t)e damages to walls and floors as re?uired complete including disposalof rubbis) to t)e dumping ground wit)in $. meters lead : 9oor c)ow+)ats0

Analysed ate49#-2.13-10201

9ismantling e&isting plaster including1 disposalJ of refuse as directed by t)e5ngineer-in-c)arge wit) in a distance of . metre '2..ft0( including ac+ingout oints of bric+ wor+ in cement or lime mortar to a dept) of 1 cm '34!K(including disposal of refuse as directed by t)e 5ngineer-in-c)arge wit) in adistance of . m '2..( DPP;9 #-.


46/150

Pro%iding and applying w)ite cement based putty of a%erage t)ic+ness 1 mmof appro%ed brand and manufacturer o%er t)e plastered wall surface toprepare t)e surface e%en and smoot) complete0 Analysed ate49#-2.13-130!.

*inis)ing walls wit) Premium Acrylic #moot) e&terior paint wit) #iliconeadditi%es of re?uired s)ade:ew wor+ 'Two or more coats applied > 103 ltr41. s?m o%er and including priming coat of e&terior primer applied > 202. +g41. s?m(0 Analysed ate49#-2.13-13001

Painting or %anis)ing on iron wor+s in small areas or new wood wor+ wit) onecoat of ready mi&ed priming paint C Two coat of appro%ed superior ?ualityready mi&ed paint of clear synt)etic %arnis) including supply 0of all materials

labour and T C P etc0 re?uired for proper completion of wor+0 Paint to be useds)ould confirm to t)e I0#0I0 o0 1.3 1@$. DPP;9-# 1


47/150

Pro%iding and fi&ing on wall face unplasticised igid PH" rain water pipesconforming to I# : 13$@2 Type A including ointing wit) seal ring conforming toI# : $3!2 lea%ing 1. mm gap for t)ermal e&pansion All fittings li+e two osBend one no "oupler or any ot)er accessories and P4* PH" pipe clips fi&edin wall face including cutting bric+ wor+ and fi&ing in cement mortar 1:'i(

#ingle soc+eted pipes0 11. mm diameter0 '9#-2.13-1201021202010212020$02 and 120302(

Pro%iding and fi&ing soil waste and %ent pipes: 1.. mm dia #and cast iron#C# pipe neco 7a+e including of all materials labour and TCP etc0 re?uiredfor proper completion of t)e wor+0 Analysed ate49#-2.13-103$0101

Pro%iding and fi&ing bend of re?uired degree wit) access door insertionrubber was)er 3 mm t)ic+ bolts and nuts complete0 1.. mm dia #and castiron #C# as per I# - 12@ ',5P 7a+e(0 Analysed ate4 '9#-2.13-103!0101(

Pro%iding and fi&ing plain bend of re?uired degree0 1.. mm dia #and cast iron

#C# as per I# -12@ ,5P45?ui0 Analysed ate4 '9#-2.13-103@0101(

Pro%iding and fi&ing terminal guard0 1.. mm0 #and cast iron #C# as per I# -12@0 Analysed ate4 '9#-2.13-10$0101(

Pro%iding and fi&ing collar 1.. mm0 #and cast iron #C# as per I# - 12@0Analysed ate4 '9#-2.13-10$0101(


48/150

Gran !otal

Pro%iding and fi&ing single e?ual plain unction of re?uired degree wit) accessdoor insertion rubber was)er 3mm t)ic+ bolts and nuts complete1..&1..&1.. mm0 #and cast iron #C# as per I# - 12@0 '9#-2.13-1030101(

Pro%iding and fi&ing 70#0 )older-bat clamps of appro%ed design to #and "astiron4cast iron 'spun( pipe embedded in and including cement concrete bloc+s1.&1.&1. cm of 1:2: mi& '1 cement : 2 coarse sand : graded stoneaggregate 2. mm nominal si6e( including cost of cutting )oles and ma+inggood t)e walls etc '1..mm dia( 9#-2.13-1203!01

Pro%iding lead caul+ed oints to sand cast iron4centrifugally cast 'spun( ironpipes and fittings of diameter0 1.. mm0 9#-2.13-10$!01

9isposal of 7ulba of dismanteled building construction material lead upto1.0.. m0 by mec)anicaly transport0 DPP;9 #-231'a(

Pro%iding and laying water proofing treatment on roofs of slabs by applyingcement slurry mi&ed wit) water proofing cement compound consisting ofapplying: a( after surface preparation first layer of slurry of cement > .0!!

+g4s?m mi&ed wit) water proofing cement compound > .02$3 +g4s?m0 b(laying second layer of *ibre glass clot) w)en t)e first layer is still green0E%erlaps of oints of fibre clot) s)ould not be less t)an 1. cm0 c( t)ird layer of10$ mm t)ic+ness consisting of slurry of cement > 102!@ +g4s?m mi&ed wit)water proofing cement compound > .0. +g4s?m and coarse sand > 102!@+g4s?m0 T)is will be allowed to air cure for )ours followed by water curing for! )ours0 T)e entire reatment will be ta+en upto 3. cm on parapet wall andtuc+ed into groo%e in parapet all around0 d( fourt) and final layer of bric+ tilingwit) cement mortar 'w)ic) will be paid for separately0 *or t)e purpose ofmeasurement t)e entire treated surface will be measured0 9#-2.13-220


49/150


50/150

ity

Qty nit Rate A'ount

*0(. Cu' )0.*, +*((.,+

*/2.,, 4etre 2(.2, 0),.,

0.)* Cu' )*0., (20.2,

(.,, Nos )0)(.0, ***).2,

(.,, Nos )(0*0.*, ))).,

kZ $kou ds !)u u dk dk Z


51/150

+.,, Nos )(0*0.*, ))*+*.(,

.,, Nos )(0*0.*, ///.2,

).,, Nos /0*.2, ))),.(,

*.+/ Cu' )2,.,, )(2+,.+

)). Cu' /)(,., (22,(.*2


52/150

)*/).*+ Cu' /+*., ),()0+,.(0

,./ Cu' +0./, *2*/.(0

))++*. 89 +(.0, (,*+/*2.((

*0,/., 89 /.0, 20+/0.2

)2.2 Cu' **+.(, )2//.(,

2,. #?m *.(, )),+2(.*


53/150

2(,(.2* #?m ,*.), ))2()0.,,

0.,, #?m (2.0, */2.0

(,+./* #?m ),0.*, ((2(,*.**

)/+.0, #?m ).(, 2*,().2

*,.(* Cu' */.,, )+/*2./

)2*.0, Cu' /0.,, /)(,,,.,

*,.,, Cu' 0+.,, )/(0,.,,


54/150

2(0.* Cu' )2/(.(, */,)2.2)

2(0.* Cu' )2/(.(, */,)2*.,(

2+.,2 Cu' /,.*, )0/.2*

2(0.,, S' 0)./, 2+,).*,

(+./, Cu' *2(., 2((,.0

))).)) S' 20.,, *2**(.20

),,,.,, 4etre /., /,,.,,


55/150

)2,).() S' 2)., 2(*(.00

,.,, 4etre 2(.), ))/.,,

00,.,, 4etre )+(./, )+/,)*.,,

2*.2, #?m (+./, ))/).(

))).2, #?m 02++.,( ),*,*((.),

2.,, "um /)(/.0, )*/0.(,

+.*, S' *,0(.+, )+02//+.(,


56/150

30.. os @$0. @02.

30.. os 320. 1!01

122!0@ #?m $0.. [email protected]

12!303 #?m 10$. [email protected]

*2+./, S' (.,, 2+)*.0

!!0!. #?m 1!0. 30@2


57/150

1@.$0$@ #?m !$01. 1$23$0!2

1!1@01 #?m 1..0. 1!2$!3.0!

+*., S' (/.,, /2(.2+

1!210.1 #?m .,, !1@$0$

2!01 #?m /,(.), $1$!30$!

$..0.. #?m @!.0.. @....0..

$..0.. +g ..0.. 3.....0..


58/150

3..0.. 7tr $1!0$. 1$$$$.0..

2..0.. 7tr @0!. [email protected]..

.0.. os .01. 330..

2$0.. os $220. 13..0..

2$0.. os 3.0. 1.0$.

2$0.. os 3110.. $0..


59/150

2$0.. os !.0.. 2.1$0..

3..0.. os 10!. $.3.0..

2..0.. os 3.0. .!!.0..

,,.,, Cu' 22., 0,2,,.,,

)02+. S' *(/.(, //))+.,0

2+2**(*.0,


60/150


61/150

*0la0 e+

, -

1 Cost of Ci;il #or6s2 A Contin9ency7 uality control c5ar9es < 2=

3!otal

4 Add 5stablis)ment c)arges 0!$=

5 Labour cess @ 1%

6 Add "ost 9epreciation on 7ac)inery > 10$=

8 !>!A"

9 Say A'ount in "acs

MkW0 jke euksgj yksfg;k jkifjlj esa okg; LFkyksa dh ejEer dk dk;Z


62/150

lay.ud

!13..0..

1220..

!2@!20..

$.$30.

!2@!02

12!0.!

0,/+/2.,

0.,(

Vh; fof/k fo'ofo|ky;

yk%r 12kkkesa3


63/150

Abstract of Cost & Bill of

r!"o #efrence $escrition

1

2

3

4

5

6

!0i0 yksd fuekZ#k fo$kk% ds ie&k (f$k;

$#2'13

2!6!1

(art) *or+ in e,ca-ation by .ec)anical .eans /0yraulic

e,ca-ator .anual .eans o-er areas /e,ceein 3'c.in et)! 1!5 . in *it) as *ell as 1' s. on lanincluin isosal of e,ca-ate eart) lea uto 5' . anlift uto 1!5. isose eart) to be le-elle an neatlyresse!All +ins of soil

$#2'132'!3!3

Borin 7ro-iin an installin cast in situ sinle unerrea.e iles of secie ia.eter an lent) belo* ileca in 25 ce.ent concrete to carry a safe *or+in loanot less t)an secie e,cluin t)e cost of steelreinforce.ent but incluin t)e cost of borin *it)

bentonite solution an t)e lent) of t)e ile to bee.bee in ile ca etc! all co.lete! /Lent) of ile foray.ent s)all be .easure uto to t)e botto. of ileca : 45' .. ia iles

$#2'132'!6!1!1

;ertical loa testin of iles in accorance *it)


64/150

=

8 >77?$ #

9

1'

11

12

13

$#2'132'!9

77?$#3'5/bD3'9D31'

irst Class bric+ *or+ in 1 : 4 ce.ent an coarse san.ortar in suerstructure incluin suly 6f all .aterialslabour an & 7 etc! reuire for roer co.letion oft)e *or+!

>77?$#3'5/b

D3'9D31'

irst Class bric+ *or+ in 1 : 4 ce.ent an coarse san.ortar in suerstructure arc)es incluin suly 6f all

.aterials labour an & 7 etc! reuire for roerco.letion of t)e *or+!


65/150

14

15

16

1=

18

19

2'

21

22

23

Analyse#ate

#einforce ce.ent concrete *or+ in *alls /any t)ic+nessincluin attac)e ilasters buttresses lint) an strincourses llets colu.ns illars iers abut.ents ostsan struts etc! u to oor -e le-el e,cluin cost ofcenterin s)utterin nis)in an reinforce.ent! 1:1!5:3/1 ce.ent : 1!5 coarse san : 3 rae stone areate2' .. no.inal sie!

$#2'135!9!6

D5!9!14

Centerin an s)utterin incluin struttin roin etc!an re.o-al of for. for Colu.ns 7illars 7iersAbut.ents 7osts an truts (,tra for s)utterin incircular *or+ /2'% of resecti-e centerin an s)utterinite.s

$#2'1315!3

$e.olis)in #!C!C! *or+ .anually by .ec)anical .eansincluin stac+in of steel bars an isosal ofunser-iceable .aterial *it)in 5' .etres lea as erirection of (nineer in c)are!

$#2'1315!=!4

$e.olis)in bric+ *or+ .anually by .ec)anical .eansincluin stac+in of ser-iceable .aterial an isosal ofunser-iceable .aterial *it)in 5' .etres lea as erirection of (nineerinc)are!

$#2'1315!3'

$is.antlin Eac+ arc) roon an oors incluin stac+inof ser-iceable .aterial an isosal of unser-iceable.aterial *it)in 5' .etres lea!

$#2'1315!2=

$e.olis)in .u )as+a in terracin an isosal of.aterial *it)in5' .etres lea!!

$#2'1315!3'

$is.antlin roon incluin ries )is -alleys anutters etc! an stac+in t)e .aterial *it)in 5' .etreslea of :Asbestos s)eet

$#2'1315!33

$is.antlin *ooen ballies in osts an struts incluinstac+in *it)in 5' .etres lea!

$#2'1315!41

$is.antlin ce.ent asbestos or ot)er )ar boar ceilinor artition *alls incluin stac+in of ser-iceable

.aterials an isosal of unser-iceable .aterials *it)in5' .etres lea!

$#2'1315!42!2

$is.antlin C!


66/150

24

25

26

2=

28

29

3'

$#2'1315!45!1

$is.antlin C!

$#2'1314!4!1

a+in t)e oenin in bric+ .asonry incluinis.antlin in oor or *alls by cuttin .asonry an.a+in oo t)e a.aes to *alls oorin an Ea.bsco.lete to .atc) e,istin surface ic isosal of .ulbarubbis) to t)e nearest .unicial u.in roun!oroor *ino* clerestory *ino*

ar+etrate

7ro-iin an ,in .arbale stone *all esienererforate Fali as reuire in t)ic+ness of 5'..!


67/150

31

32

33

34

35 >77?$ #

$#2'135!9!6

D5!9!14

Centerin an s)utterin incluin struttin roin etc!an re.o-al of for. for Cornices an .oulins

$#2'135!5D>7?$

#iHerencebit*een289 an

288

#einforce ce.ent concrete *or+ in arc)es arc)ribso.es -aults s)ells fole late an roofs )a-in sloe

.ore t)an 15G u to oor -e le-el e,cluin t)e cost ofcenterin s)utterin nis)in an reinforce.ent *it)1:1!5:3 /1 ce.ent : 1!5 coarse san : 3 rae stoneareate 2' .. no.inal sie!

$#2'135!9!9

Centerin an s)utterin incluin struttin roin etc!an re.o-al of for. for Arc)es o.es -aults u to 6 .san

Analyse#ate 7ro-iin an ,in lae s)utters for oors *ino*san clerestory *ino*s usin 4 .. t)ic+ oat lassanes incluin


68/150

36

3=

38

39

$#2'1325!2

7ro-iin an ,in ouble scaHolin syste. /cu loc+tye ont)e e,terior sie of builinstructure uto 25.etre )ei)t abo-eroun le-el incluin aitionalro*s of scaHolin in stee .anner as er reuire.entof site .ae *it) 4'.. ia !! tubelace 1!5 .etre centre to centre )oriontal & -erticaltubes Eoint *it) cu & loc+ syste. *it) !! ubes !!

tube c)allis !! cla.s an staircase syste. in t)escaHolin for *or+in latfor. etc! an .aintainin it ina ser-iceable conition for e,ecution of *or+ of cleaninan or ointin an or alyin c)e.ical an re.o-init t)ereafter! )e scaHolin syste. s)all be stiHene*it) bracins runners connectin *it) t)e builin etc*)ere-er reuire if feasible for insection of *or+ atreuire locations *it) essential safety features for t)e*or+.en etc! co.lete as er irections an aro-al of(nineerinc)are! "ote:/1 )e ele-ational area of t)escaHolin s)all be .easure for ay.ent urose! /2

)e ay.ent *ill be .ae once only for e,ecution of all

ite.s for suc) *or+s!

Analyse#ate

$is.antlin oors *ino*s an clerestory *ino*s /steelor *oo s)utter incluin c)o*+)ats arc)itra-e)olfasts etc! co.lete an stac+in *it)in 5' .etreslea :Jf area 3 s! .etres an belo*

Analyse#ate

i,in c)o*+)ats in e,istin oenin incluin e.beinc)o*+)ats in oors or *alls cuttin .asonry for )olfastse.bein )ol fasts in ce.ent concrete bloc+s of sie15 , 1' , 1' c. *it) ce.ent concrete 1:3:6 /1 ce.ent :3 coarse san : 6 rae stone areate 2' .. no.inalsie an .a+in oo t)e a.aes to *alls an oors asreuire co.lete incluin isosal of rubbis) to t)eu.in roun *it)in 5' .eters lea : $oor c)o*+)ats

ar+et#ate

7ro-iin an ,in u7;C *ino*oor s)utter sliintye incluin ouble trac+ oor *ino* fra.esinterloc+in arrane.ent case.ent )anle loc+to*erbolt etc co.lete in all resect incluin all .ateriallabour etc!


69/150

4'

41

42

43

44 >77?$ #

45

46

ar+et#ate

il steel or iron *or+ in )ea-y sies suc) as trussesbuilts u ates oor fra.es recors rac+s roof *or+ates etc! *rou)t to reuire for. incluin rillin)oles ri-ettin or *elin *)ere necessary an alsoincluin suly of steel bolts nuts an *astaes etc!an t)eir ,in reuire for co.letion of t)e *or+!

ar+et#ate

7ro-iin an ,in .arble stone railin on roof to sieas er reuire esin!

>77?$#

='6D='=

$is.antlin e,istin laster incluin1 isosalK of refuseas irecte by t)e (nineerinc)are *it) in a istance of6' .etre /2''ft! incluin #ac+in out Eoints of bric+*or+ in ce.ent or li.e .ortar to a et) of 1 c. /38incluin isosal of refuse as irecte by t)e (nineerinc)are *it) in a istance of 6' . /2''

Analyse#ate 15 .. Ce.ent laster in sinle coat on rou) sie ofsinle or )alf bric+ *all for interior lasterin uto oort*o le-el incluin internal roune anles c)a.fers anroune anles not e,ceein 8' ..! in irt) annis)e e-en an s.oot)!/ 1 Ce.ent :4 coarse san

crain ol *)ite or colour *as) incluin isosal ofrefuse as irecte by t)e (nineerinc)are *it) in aistance of 6' .etres /2''ft

Analyse#ate

Mranite *or+ /la+)a reany ot)er colour or)er t)an blac+an sa* cut /olis)e an .ac)ine cut of t)ic+ness 18/D2 .. for *all linin /-eneer *or+ bac+in lle *it)a rout of 12 .. t)ic+ a-erae in ce.ent .ortar 1:3 /1ce.ent : 3 coarse san incluin ointin *it) *)itece.ent .ortar 1:2 /1 *)ite ce.ent : 2 .arble ust *it)an a.i,ture of i.ent to .atc) t)e .arble s)ae /obe secure to t)e bac+in by .eans of cra.s *)ic)s)all be ai for searately! la+)a re /olis)e Area ofslab o-er '!5' s.

Analyse#ate

7ro-iin an alyin *)ite ce.ent base utty ofa-erae t)ic+ness 1 .. of aro-e bran an.anufacturer o-er t)e lastere *all surface to rearet)e surface e-en an s.oot) co.lete!


70/150

4=

48

49

49

5'

51

52

53

Analyse#ate

inis)in *alls *it) 7re.iu. Acrylic .oot) e,terior aint*it) ilicone aiti-es of reuire s)ae:"e* *or+ /*oor .ore coats alie @ 1!43 ltr 1' s. o-er anincluin ri.in coat of e,terior ri.er alie @ 2!2'+ 1' s.

#

641D642

7aintin or -anis)in on iron *or+s in s.all areas or ne*

*oo *or+ *it) one coat of reay .i,e ri.in aint &*o coat of aro-e suerior uality reay .i,e aintof clear synt)etic -arnis) incluin suly !of all.aterials labour an & 7 etc! reuire for roerco.letion of *or+! 7aint to be use s)oul conr. to t)e


71/150

54

55

56

5=

58

59

6'

61 >77?$ s#

Analyse#ate

7ro-iin an ,in ben of reuire eree *it) accessoor insertion rubber *as)er 3 .. t)ic+ bolts an nutsco.lete! 1'' .. ia an cast iron & as er


72/150

62

4ra+d 5o6al

7ay

O

$#2'1322!6

7ro-iin an layin *ater roon treat.ent on roofs ofslabs by alyin ce.ent slurry .i,e *it) *ater roonce.ent co.oun consistin of alyin: a after surfacerearation rst layer of slurry of ce.ent @ '!488+s. .i,e *it) *ater roon ce.ent co.oun @'!253 +s.! b layin secon layer of ibre lass clot)*)en t)e rst layer is still reen! J-erlas of Eoints of bre

clot) s)oul not be less t)an 1' c.! c t)ir layer of 1!5.. t)ic+ness consistin of slurry of ce.ent @ 1!289+s. .i,e *it) *ater roon ce.ent co.oun @'!6=' +s. an coarse san @ 1!289 +s.! )is *illbe allo*e to air cure for 4 )ours follo*e by *ater curinfor 48 )ours! )e entire reat.ent *ill be ta+en uto 3'c. on araet *all an tuc+e into roo-e in araet allaroun! fourt) an nal layer of bric+ tilin *it) ce.ent.ortar /*)ic) *ill be ai for searately! or t)e uroseof .easure.ent t)e entire treate surface *ill be.easure!


73/150

uantity

Qty >nit #ate A.ount

383!54 Cu. 159!3' 61'9=!92

3=2!'' etre 2949!8' 1'9=325!6'

8!'' "os 41918!9' 335351!2'

8!'' "os 18939!3' 151514!4'

6!'' "os 18939!3' 113635!8'

4!'' "os 18939!3' =5=5=!2'

)rk dk;kZy; $kou ds !)u;u dk dk;Z


74/150

14!'' "os =93!2' 111'4!8'

35!6= Cu. 512'!'' 18263'!4'

114!54 Cu. 6633!1' =59=55!2=

152!25 Cu. 336!8' 512==!8'

3'!83 Cu. 53=5!'' 165=11!25

123!9' Cu. 5=95!'' =18'''!5'

3'!'' Cu. 5965!'' 1=895'!''


75/150

386!92 Cu. =213!3' 2=9'9='!'4

41=6!9' . 551!8' 23'4813!42

289!43 Cu. 12=8!8' 3='123!'8

264!'2 Cu. =4'!3' 195454!'1

289!'' . 91!=' 265'1!3'

86!=' Cu. 328!5' 2848'!95

1115!11 . 29!'' 32338!19

1'''!'' etre =!5' =5''!''

12'1!81 . 21!5' 25838!92

54'!'' etre 28!1' 151=4!''


76/150

99'!'' etre 168!=' 16='13!''

235!2' . 486!=' 1144=1!84

111!2' . 8'''!'' 8896''!''

8==!98 Cu. =316!9' 6424'91!86

254'!54 . 434!8' 11'4626!=9

28'8!22 . 5'3!1' 1412815!48

3=!99 Cu. 6592!8' 25'46'!4=


77/150

94!99 . 582!9' 55369!6=

121!'' Cu. =693!3' 93'889!3'

8'6!=2 . 1'94!3' 882=93!='

364!2' . 3'98!6' 112851'!12

1'828=!31 N 68!9' =46'995!66


78/150

59=5!'' . 161!6' 96556'!''

=3!'' "os 95!4' 6964!2'

=3!'' "os 632!=' 4618=!1'

116!=' . ='''!'' 8169''!''


79/150

39'=!5' N =5!9' 2965=9!25

232!'' etre 5'''!'' 116''''!''

11'=2!56 . 45!'' 498265!2'

11481!23 . 164!5' 1888662!34

4=45!38 . 8!'' 3=963!'4

1==!6' . =148!4' 1269555!84

1596=!8= . 85!1' 1358865!=4


80/150

16211!69 . 1''!6' 163'896!'1

5463!'3 . 8=!'' 4=5283!61

1821!'1 . 45!'' 81945!45

=28!4' . ='8!1' 515=8'!'4

5''!'' . 98'!'' 49''''!''

5''!'' . 6''!'' 3'''''!''

6''!'' tr 518!5' 3111''!''

5''!'' tr 966!8' 4834''!''


81/150

6'!'' "os 6'6!1' 36366!''

25!'' "os 522!4' 13'6'!''

25!'' "os 43'!=' 1'=6=!5'

25!'' "os 311!'' ===5!''

25!'' "os 8'=!'' 2'1=5!''

3''!'' "os 16=!8' 5'34'!''

2''!'' "os 3'4!4' 6'88'!''

4''!'' Cu. 225!5' 9'2''!''


82/150

1926!55 . 38=!8' =4=116!'9

,8,9,#9

,8,9,#00


83/150

S.N. Ref.

)

2

*

:-

DSR-2,)*-2.+.)

DSR-2,)*-2,.2.)

DSR-2,)*-2,.).2

DSR-2,)*-

.*.2


84/150

S.N. Ref.


85/150

S.N. Ref.

+

/

(

0

DSR-2,)*-

2,.+.).)

DSR-2,)*-

2,.+.).2

DSR-2,)*-

2,./.).)

DSR-2,)*-2,.(.)

DSR-2,)*-2,.0


86/150

S.N. Ref.


87/150

S.N. Ref.

),$)2

DSR-2,)*-.*.)

))$)

DSR-2,)*-.0.

)2$)+

DSR-2,)*-.0.2)

)*$)/

DSR-2,)*-.0.2,

)$)(

DSR-2,)*-.0.)/

)$

)0

DSR-

2,)*-.0.0


88/150

S.N. Ref.


89/150

S.N. Ref.

)+$2,

DSR-2,)*-.0.+

1.0.)

)/$2

DSR-2,)*-2.2

)($2

DSR-2,)*-).*


90/150

S.N. Ref.

)0$2+

DSR-2,)*-)./.


91/150

S.N. Ref.

2,$2/

DSR-2,)*-).*,

2)$2(

DSR-2,)*-).2/

22$20 DSR-2,)*-).2(.2

2*$

*,

DSR-

2,)*-).**

2$*)

DSR-2,)*-).)

2$*2

DSR-2,)*-

).2.2


92/150

S.N. Ref.


93/150

S.N. Ref.

2+$**

DSR-2,)*-

)..)

2/$*

DSR-2,)*-)..)

2!4@

DSR-2,)*-

)..)

2@42

DSR-2,)*-22.+


94/150

S.N. Ref.


95/150

Analysis >f Rates

Description

ate as per 9#-2.13-2001MAdd "ost Inde& 'Time Inde&-$= and 9istance Inde& for Luc+now-10410.

!otal

!otal Rate ?or >ne Cu'

ate as per 9#-2.13-2.0201MAdd "ost Inde& 'Time Inde&-$= and 9istance Inde& for Luc+now-10410.

!otal

!otal Rate ?or >ne 4eter "ent5


!otal


ate as per 9#-2.13-$0302MAdd "ost Inde& 'Time Inde&-$= and 9istance Inde& for Luc+now-10410.

!otal

0i0 yksd fuekZ#k fo$kk% ds ie&k (f$k;)rk dk;kZy; $kou ds !)

5art) wor+ in e&ca%ation by mec)anical means ',ydraulic e&ca%ator( 4 manualmeans o%er areas 'e&ceeding 3.cm in dept)0 10$ m in widt) as well as 1. s?m onplan( including disposal of e&ca%ated eart) lead upto $. m and lift upto 10$mdisposed eart) to be le%elled and neatly dressed0All +inds of soil0 9#-2.13-2001

Boring pro%iding and installing bored cast-in-situ reinforced cement concrete pilesof grade 7-2$ of specified diameter and lengt) below t)e pile cap to carry a safewor+ing load not less t)an specified e&cluding t)e cost of steel reinforcement butincluding t)e cost of boring wit) bentonite solution and temporary casing ofappropriate lengt) for setting out and remo%al of same and t)e lengt) of t)e pile tobe embedded in t)e pile cap etc0 all complete including remo%al of e&ca%ated eart)wit) all lifts and leads 'Lengt) of pile for payment s)all be measured upto bottom ofpile cap( 3.. mm dia pile 9#-2.13-2.0201

Pro%iding dri%ing and installing dri%en cast-in-situ reinforced cement concrete pilesof grade 7-2$ of specified diameter and lengt) below t)e pile cap to carry safewor+ing load not less t)an specified e&cluding t)e cost of steel reinforcement butincluding t)e cost of s)oe and t)e lengt) of pile to be embedded in t)e pile cap etc0all complete0 'Lengt) of pile for payment s)all be measured from top of s)oe to t)ebottom of pile cap( :$. mm dia piles0 9#-2.13-2.0102

5&tra for pro%iding ric)er mi&es at all floor le%els0 Pro%iding 7-3$ grade concreteinstead of 7-2$ grade B7"4 7"0 'ote : "ement content considered in 7-3$ is >

3$. +g4cum( 9#-2.13-$0302


96/150

Description



97/150

Description


!otal

!otal Rate ?or >ne Pile


!otal



!otal


ate as per 9#-2.13-2.0!01MAdd "ost Inde& 'Time Inde&-$= and 9istance Inde& for Luc+now-10410.

!otal


ate as per 9#-2.13-2.0@MAdd "ost Inde& 'Time Inde&-$= and 9istance Inde& for Luc+now-10410.

Hertical load testing of piles in accordance wit) I# 2@11 'Part IH( includinginstallation of loading platform and preparation of pile )ead or construction of testcap and dismantling of test cap after test etc0 complete as per specification C t)edirection of 5ngineer in-c)arge0 #ingle pile upto $. tonne capacity Initial test0 9#-2.13-2.00101

Hertical load testing of piles in accordance wit) I# 2@11 'Part IH( includinginstallation of loading platform and preparation of pile )ead or construction of testcap and dismantling of test cap after test etc0 complete as per specification C t)edirection of 5ngineer in-c)arge0 #ingle pile upto $. tonne capacity outine test09#-2.13-2.00102

"yclic %ertical load testing of pile in accordance wit) I# "ode of practice I#: 2@11'part IH( including preparation of pile )ead etc for0#ingle pile Dpto $. tonnecapacity pile0 9#-2.13-2.00101

Lateral load testing of single pile in accordance wit) I# "ode of practice I# : 2@11'Part IH( for determining safe allowable lateral load on pile : Dpto $. tonne capacitypile0 9#-2.13-2.0!01

Integrity testing of Pile using Low #train4 #onic Integrity Test4 #onic 5c)o Testmet)od in accordance wit) I# 1!@3 including surface preparation of pile top byremo%ing soil mud dust C c)ipping lean concrete lumps etc0 and use ofcomputerised e?uipment and )ig) s+ill trained personal for conducting t)e test Csubmission of results all complete as per direction of 5ngineer-in-c)arge0 9#-

2.13-2.0@


98/150

Description

!otal



99/150

Description

ate as per 9#-2.13-$0301MAdd "ost Inde& 'Time Inde&-$= and 9istance Inde& for Luc+now-10410.

!otal!otal Rate ?or >ne Cu'

ate as per 9#-2.13-$0@0$MAdd "ost Inde& 'Time Inde&-$= and 9istance Inde& for Luc+now-10410.

!otal

!otal Rate ?or >ne S'

ate as per 9#-2.13-$0@021MAdd "ost Inde& 'Time Inde&-$= and 9istance Inde& for Luc+now-10410.

!otal


ate as per 9#[email protected] "ost Inde& 'Time Inde&-$= and 9istance Inde& for Luc+now-10410.

!otal


ate as per 9#-2.13-$0@01MAdd "ost Inde& 'Time Inde&-$= and 9istance Inde& for Luc+now-10410.

!otal


ate as per 9#-2.13-$0@0@MAdd "ost Inde& 'Time Inde&-$= and 9istance Inde& for Luc+now-10410.

!otal

5&tra for pro%iding ric)er mi&es at all floor le%els0 Pro%iding 7-3. grade concreteinstead of 7-2$ grade B7"4 7"0 'ote:- "ement content considered in 7-3. is >3.+g4cum( 9#-2.13-$0301

"entering and s)uttering including strutting propping etc0 and remo%al of form for:Lintels beams plint) beams girders bressumers and cantile%ers0 9#-2.13-$0@0$

"entering and s)uttering including strutting propping etc0 and remo%al of same forLintels beams plint) beams girders bressumers and cantile%ers0 wit) water proofply 12 mm t)ic+0 9#-2.13-$0@021

"entering and s)uttering including strutting propping etc0 and remo%al of form for#uspended floors roofs landings balconies and access platform0 wit) water proofply 12 mm t)ic+0 9#-2.13-$0@02.

"entering and s)uttering including strutting propping etc0 and remo%al of form for"ornices and mouldings0 9#-2.13-$0@01

"entering and s)uttering including strutting propping etc0 and remo%al of form forArc)es domes %aults up to m span0 9#-2.13-$0@0@


100/150

Description



101/150

Description

ate as per 9#-2.13-$0@0


102/150

Description

ate as per 9#-2.13-1$00MAdd "ost Inde& 'Time Inde&-$= and 9istance Inde& for Luc+now-10410.

!otal!otal Rate ?or >ne Cu'

9emolis)ing bric+ wor+ manually4 by mec)anical means including stac+ing ofser%iceable material and disposal of unser%iceable material wit)in $. metres leadas per direction of 5ngineer-in-c)arge0 9#-2.13-1$00


103/150

Description

ate as per 9#-2.13-1$03.MAdd "ost Inde& 'Time Inde&-$= and 9istance Inde& for Luc+now-10410.

!otal



!otal


ate as per 9#-2.13-1$02!02MAdd "ost Inde& 'Time Inde&-$= and 9istance Inde& for Luc+now-10410.

!otal



!otal



!otal



!otal


9ismantling ac+ arc) roofing and floors including stac+ing of ser%iceable materialand disposal of unser%iceable material wit)in $. metres lead0 9#-2.13-1$03.

9emolis)ing mud p)as+a in terracing and disposal of material wit)in $. metreslead0 9#-2.13-1$02

9ismantling roofing including ridges )ips %alleys and gutters etc0 and stac+ing t)ematerial wit)in $. metres lead of :Asbestos s)eet0 9#-2.13-1$02!02

9ismantling wooden ballies in posts and struts including stac+ing wit)in $. metres

lead0 9#-2.13-1$033

9ismantling cement asbestos or ot)er )ard board ceiling or partition walls includingstac+ing of ser%iceable materials and disposal of unser%iceable materials wit)in $.

metres lead0 9#-2.13-1$01

9ismantling "0I0 or asbestos rain water pipe wit) fittings and clamps includingstac+ing t)e material wit)in $. metres lead :1.. mm dia pipe0 9#-2.13-1$0202


104/150

Description


105/150

Description

ate as per 9#-2.13-1$0$01MAdd "ost Inde& 'Time Inde&-$= and 9istance Inde& for Luc+now-10410.

!otal



!otal



!otal



!otal


9ismantling "0I0 pipes including e&ca%ation and refilling trenc)es after ta+ing out t)epipes manually4 by mec)anical means brea+ing lead caul+ed oints melting of leadand ma+ing into bloc+s including stac+ing of pipes C lead at site wit)in $. metrelead as per direction of 5ngineer-in-c)arge:Dp to 1$. mm diameter0 9#-2.13-1$0$01

7a+ing t)e opening in bric+ masonry including dismantling in floor or walls bycutting masonry and ma+ing good t)e damages to walls flooring and ambscomplete to matc) e&isting surface i4c disposal of mulba4 rubbis) to t)e nearestmunicipal dumping ground0*or door4 window4 clerestory window0 9#-2.13-1001

enewing glass panes wit) putty and nails w)ere%er necessary including rac+ingout t)e old putty:*loat glass panes of t)ic+ness mm0 9#-2.13-10$01

Pro%iding and laying water proofing treatment on roofs of slabs by applying cement slurry mi&ed wit) waterproofing cement compound consisting of applying: a( after surface preparation first layer of slurry ofcement > .0!! +g4s?m mi&ed wit) water proofing cement compound > .02$3 +g4s?m0 b( laying secondlayer of *ibre glass clot) w)en t)e first layer is still green0 E%erlaps of oints of fibre clot) s)ould not be

less t)an 1. cm0 c( t)ird layer of 10$ mm t)ic+ness consisting of slurry of cement > 102!@ +g4s?m mi&edwit) water proofing cement compound > .0. +g4s?m and coarse sand > 102!@ +g4s?m0 T)is will beallowed to air cure for )ours followed by water curing for ! )ours0 T)e entire reatment will be ta+enupto 3. cm on parapet wall and tuc+ed into groo%e in parapet all around0 d( fourt) and final layer of bric+tiling wit) cement mortar 'w)ic) will be paid for separately0 *or t)e purpose of measurement t)e entiretreated surface will be measured0 9#-2.13-220


106/150

Description

/unior 5ngineer Assistant 5ngineer 5&ecuti%e 5ngineer

7aint09i%ision 1"i%il

P0;090 Luc+now


107/150

Rate

10$.

120$

)0.2

)0.2

120$

120.)(./0

)(.(,

22103.

1@0!

2(.)/

2(.2,

12!03$

1101

)*0.2

;u dk dk;Z


108/150

Rate

)*0.,

Cont.


109/150

Rate

3!$10!.33$01

)0)(.0

)0)(.0,

1220$.

1$10!

)(0*0.2(

)(0*0.*,

1220$.

1$10!

)(0*0.2(

)(0*0.*,

1220$.

1$10!

)(0*0.2(

)(0*0.*,

2@0$

30$2


110/150

Rate

/0*.)/

/0*.2,

Cont.


111/150

Rate

01$

$0$!

+0./*+0./,

3.@0!.

20@

**+.//

**+.(,

..0..

30!2

*.(2

*.(,

20!$

.03.

,*.)

,*.),

$302.

0!

(2.((

(2.0,

1..0$

!0

),0.20


112/150

Rate

),0.*,

Cont.


113/150

Rate

$.0.

01@)./0

).(,

1!0$

120@

)+).0

)+).+,

110.

1.202

)2/(.(2

)2/(.(,


114/150

Rate

!10..

$@02@

/,.20/,.*,

Cont.


115/150

Rate

!0.

03$

0)./

0)./,

3.201$

203.

*2(.

*2(.,

20.

2032

20.,2

20.,,

0@.

.0.

/.,

/.,

1@0!.

102

2).2

2).,

2$0!$

202$

2(.),

2(.),


116/150

Rate

Cont.


117/150

Rate

1$$02.

130$1

)+(./)

)+(./,

0.

3!0@$

(+.*

(+.,

$10.

$01

/,(.))

/,(.),

3$0$

310.

*(/.()

*(/.(,


118/150

Rate


119/150

Rate Analysis

Reference fro' CP#D Analysis of rate - 2,)*7 @ol-7 te' No.-.*/.)7 Pa9e No.-22

l!"o! $escrition >nit Quantity #ate

$etails of Cost for : 1!'' Cu.

M5E:L7nit Quantity #ate

$etails of Cost for : 1!'' .

M5E:L7+e 7&!< :s 8-BB#,0

Reference fro' CP#D Analysis of rate - 2,)*7 @ol-7 te' No.-0.)

Sl.No. Description nit Qty Rate

7aterial :-

#al wood 1. cudm 3!0.. $2.0..

Labour :-

Carenter /a-erae 9ay '!=2 32@0..

Beldar 9ay '!'= 2120..

Total M

Add water c)arges > 1=

Total M

Add for contractorJs proffit and o%er)eads >1$=

"ost of .0.3 cum

Rate per Cu'

te'No.-*$*

Pro;iin9 an fiin9 stone Eali , '' t5ic6 t5rou95out in ce'ent 'ortar ):pointin9 in 5ite ce'ent 'ortar ):2 ) 5ite ce'ent : 2 stone ust3 it5 an as5ae7 Eali slab it5out any c5a'fers etc. #5ite 'arbale stone.

te'No.-$*+

Supply an fiin9 Saloo rou95t fra'e an fie incluin9 si'ple 'oulincluin9 supply of all 'aterials7 labour7 !&P etc. reuire for proper co'pletio

9etails of cost for c)ow+)at of a door2.0$&110$cm0

2&2.0$&@0$&0.cm M.0.2!cum 1=

Total M


Cost of 2.)+ s'

Rate of ) S' S5utter

7ay :s *,+.,, per

te'No.-$*/

Pro;iin9 an fiin9 9lae s5utters for oors7 inos an clerestory inincluin9 S 'ar6e stainless steel butt 5in9es of reuire sie it5 necessaryt5ic6

#tyles : &2..&@0$&30$cm M .0.2cum ails:Top C intermediate rails2&11.0$&@0$&30$cm M .0..!cumLoc+ and bottom rails2&11.0$&l@0&30$cm M .0.1$cumBeadings:2&1!01&10@&102cm M .0..1cum& 110.& 10@& 102cm M .0..2cum0

Total M .0.$3 cum0Add for wastage > 1.= M .0..$cum08rand Total M .0.$! cum M $! cudm

#tainless steel butt )inges ')ea%yweig)t( 1. n

1..&.&20$ mm I# : 12!1 mar+ed

#tainless steel butt )inges $.&3&10$ mm I#:1.12!1 mar+ed


123/150

Reference fro' CP#D Analysis of rate - 2,)*7 @ol-7 te' No.-).Sl.No. Description nit Qty Rate

Details of cost for eac5.

"abour :-

4ason bric6 layer3 2n class 9ay '!1' 2!0..

Belar 9ay '!18 2120..

Blac+s.it) 2n class 9ay '!'5 3120..

unries L0#0 1!43 10

5o6al

A *ater c)ares @ 1%

otal P

"ost of 5ac)

$e+De :a6e =er o

Reference fro' CP#D Analysis of rate - 2,)*7 @ol-7 te' No


Details of cost for one no

4aterial :-

cu. '!'21 22!0$.

cu. '!''=2 2'=9!5'

Coarse san cu. '!'141 161=!6'

"ement onne '!''66 1..0..

Belar 9ay '!'2= 2120..

Coolie 9ay '!'195 2120..

istry 9ay '!''84 3!0..

ason /bric+ layer 1 st class 9ay '!''18 3120..

ason /bric+ layer 2n class 9ay '!''18 2!0..

ate 9ay '!''12 22!0..

#caffolding L!! 1!43 10

L!! '!=8 10

#undries L!! '!39 10

"ement mortar 1: '1 cement: "oarse sand( cu. '!'1 3438!49

"ement concrete 1:2: filled in c)ase cut L!! 24!18 10

9isposal of mulba L!! 1!82 10ason 9ay '!5' 3120..

Belar 9ay '!=5 2120..

#undries L!! 2!=3 10

te'No.-+$*(

Dis'antlin9 oors7 inos an clerestory inos steel or oo3 s5utter ietc. co'plete an stac6in9 it5in , 'etres lea. >f area * s. 'etres an belo

A for contractorKs rot an o-er)eas@15%

te'No.-/$*0

?iin9 c5o65ats in eistin9 openin9 incluin9 e'bein9 c5o65ats in floors or alls cuttin9 'asonrybloc6s of sie ) ), ), c'7 it5 ce'ent concrete ):*:+ ) ce'ent : * coarse san : + 9rae stonea'a9es to alls an floors as reuire co'plete7 incluin9 isposal of rubbis5 to t5e u'pin9 9roun

tone Areate /inle sie : 2' ..no.inal sie

tone Areate /inle sie : 1' .. no.inalsie

,ire and running c)arges of mec)anicalmi&er


124/150

otal P

A *ater c)ares @ 1%

otal P

Cost of ) No

ay #s +*2./, per No



125/150

Reference fro' CP#D Analysis of rate - 2,)*7 @ol-7 te' No.

Sl.No. Description nit Qty RateDetail of cost for ), s'

4aterial :-

"ement mortar 1: '1 cement : coarse sand( "um .012 )0/.+0

"abour :-

7ason 'a%erage( 9ay .0!. 2@!0..

"oolie 9ay .0!! 2120..

B)isti 9ay .0@@ 2$.0..

#caffolding C #undries L0#0 1201 10

Total M

Add water c)arges > 1=

Total M


Cost of ), S' Total M

Cost of >ne S'

ay #s )+., per s'

Reference fro' CP#D Analysis of rate - 2,)*7 @ol-7 te' No.Sl.No. Description nit Qty Rate

Details of cost for ).,, s'

4aterial :-

la+)a red 'polis)ed( in big slab 1! '


126/150

Blac+s.it) 1 st class a 9ay '!2= 3120..caHolin L0#0 26!91 10

5o6al

A *ater c)ares @ 1%

5o6al

Cost of ) S'



127/150

Reference fro' CP#D Analysis of rate - 2,)*7 @ol-7 te' N


9etails of cost for 1. s?m

7aterial :-

;)ite cement based putty g 10$! 2@02$

Labour :-

ason 9ay '!45 3120..

Beldar 9ay '!45 2120..

caHolin an sunries L!! 4'!'' 10

otalA *ater c)ares @ 1%

otal

"ost of 1$ #?m

Rate per S'

Reference fro' CP#D Analysis of rate - 2,)*7 @ol-7 te' No.


9etails of cost for 1. s?m

7aterial :-

litre 103 310..

5&terior primer g 202. .0..

Labour :-

7ainter 9ay '!6' 3120..

"oolie 9ay '!3' 2120..B)isti 9ay '!'5 2$.0..

Brus)es san aer etc! L!! =!15 10

unries L!! 8!'6 10

otal

A *ater c)ares @ 1%

otal

"ost of 1. #?m

Rate per S'Say

te'No.-),$

Pro;iin9 an applyin9 5ite ce'ent base putty of a;era9e t5ic6ness ) ''7 ot5e plastere all surface to prepare t5e surface e;en an s'oot5 co'plete.

1.&.0..1&12@ M 102@+gAdd 2= wastageM .02@+gTotal M 10$!+g#ay 10$! +g


te'No.-))$

?inis5in9 alls it5 Pre'iu' Acrylic S'oot5 eterior paint it5 Silicone aiti'ore coats applie < ).* ltr$ ), s' o;er an incluin9 pri'in9 coat of eterio

Premium Acrylic #moot) e&terior paint wit) #iliconeadditi%es



128/150

Reference fro' Satnar Data Boo6 4>R!% te'

Sr No Description Unit Quantity Rate Rs

Unit = Sq m

Taking output = 1 sqm

Assuming thickness 25 mm

a) Material

Cement kg 16.00 5.84

Graded sand cum 0.04 1617.60

Wire mesh 50mm x 50mm size o !mm "ire kg 2.00 75.#0

$%ox& kg 0.67 554.40

kg 0.64 4!.48

b) Labour

'ate da& 0.01 228.00

'ason da& 0.04 !12.00

'azdoor da& 0.14 212.00

c) Machineryhour 0.10 850.00

(ota) *

e) Contractor's profit @ input on (a+b+c+)

Rate per s!" # (a+b+c++e)

say

te'No.-)2$,

Gunitin9 concrete surface it5 ce'ent 'ortar applie it5 co'pressor after clit5 epoy co'plete as per !ec5nical Specification

Acce)erator com%ound or guniting + 4 %er cent o"eight o cement

Add 2 %er cent o cost o materia) ormisce))aneous consuma,)es )ike nozz)es- "ire,rush- cotton "aste etc.

Com%ressor "ith guniting eui%ment a)ong "ithaccessories


129/150

Reference fro' Satnar Data Boo6 4>R!% te' No.-)+.-2(,+

$%&

poy *rout

Unit = kg

Taking output = 0.50 kg

a) Material

$%ox& inc)uding 10 %er cent "astage kg 0.55 554.40

b) Labour

'ate da& 0.08 228.00

'azdoor /ki))ed da& 0.10 216.00

'azdoor da& 0.10 212.00

c) Machinery

Grout %um% "ith agitator and accessories hour 0.10 #50.00

(ota) *

) Contractor's profit an ,er hea

Rate per -. # (a+b+c+)say

te'No.-)*$)

Sealin9 of crac6s$porous concrete by inEection process t5rou95 nipples$GroutinSpecification. poy 9rout

Sealin. of crac-s/porous concrete by in0ection process

throu.h nipples/*routin. co"plete as per 1echnicalSpecification&

Admixtures /anti shrinkage com%ound + 20 %ercent o cost o e%ox&


130/150

*

A.ount #ate Coe #e.ar+

13'3!88

## #ate582!26

68=!48

192=!2' 7?$ #

68!16 =318

38'!4= '''4

326!1' ''29

163!'6 '''9

5'!667?$ #424!''

225!''

24!=3 ''12

22!88 9999

6185!88

61!86

624=!=4

93=!16

=184!9'

ent concrete or67 usin9 ce'ent content asorte to site of or6 in transit 'ier for all9rae for reinforce ce'ent concrete or67

cost of centerin97 s5utterin9 finis5in9 an),* to accelerate$ retar settin9 of concrete79ineer - in - c5ar9e. Note :- Ce'ent content

is payable$reco;erable separately3. All or6s


131/150

A.ount Rate Coe Re'ar6

13'3!88

## #ate582!26

68=!48

192=!2' 7?$ #

68!16 =318

38'!4= '''4

326!1' ''29

163!'6 '''9

5'!66

7?$ #424!''

225!''

24!=3 ''1222!88 9999

398!56 7?$ #

6584!44

65!84

665'!28

99=!54

=64=!82

e ce'ent concrete or67 usin9 ce'entplant an transporte to site of or6 in

s per 'i esi9n of specifie 9rae forer to site of layin9 7 ecluin9 t5e cost ofin reco''ene proportions as per S :

'pairin9 stren9t5 an urability as pert5is ite' is < **, 69$cu'. cess$less;e plint5 le;el upto floor @ le;el.


132/150

/

A.ount Rate Coe Re'ar6

243=!6' ar+et #ate

36'6!8'

>77?$ #

1=91!4'

142!'8 9999

=9==!88

=9!=8

8'5=!66

12'8!65

9266!31

.27 Pa9e No.-**

Cost Rate Coe Re'ar6

1@0.. 9# 2.13-Item-11@@

230!! DPP;9 #00

10!

22202

2202!

22$.0..

33=!5'

2$!0$.

/)(/.0,

) ce'ent : * coarse san37 incluin9'iture of pi9'ent7 'atc5in9 t5e stone

in9 strai95t or6 as in C5au65at fra'eof or6.


133/150

-0.0.).)7 Pa9e No.-*+*


2.$0.. 9# -2.13-11@.

3@02$ DPP;9 #00

10.. 9# -2.13-!22.

20.. 9# -2.13-!21!

@0.. 9# -2.13-!211

!0.. 9# -2.1-!21

$.0@ DPP;9 #0$032

1302

101 @@@@

$@!0@3

$0@@

$$$0@2

!303@

++)0.*,

*,+.0

S'

s usin9 '' t5ic6 float 9lass panesscres. Secon class tea6 oo. * ''


134/150

2.)7 Pa9e No.-(+/Cost Rate Coe Re'ar6

28!4'

DPP;9 #0038!16

15!6'

2!52 @@@@

A-#,B

'!82

82!98

12!45@$03

89#0

.-).2.)7 Pa9e No.-/0(


48!'4## #ate

14!9=## #ate

22!81

4'!26 9999

5!=2

4!13

2!92

'!56

'!51

'!2=

2!52 9999

1!3= 9999

'!69 9999

34!38

42!56 9999

3!2' 9999156!''

159!''

4!8' 9999

cluin9 c5o65ats7 arc5itra;e7 5olfasts.

or 5olfasts7 e'bein9 5ol fasts in ce'ent concretea99re9ate 2, '' no'inal sie3 an 'a6in9 9oo t5e

it5in , 'eters lea : Door c5o65ats


135/150

544!=3

5!45

55'!18

82!53+*2./,


136/150

-)*..)37 Pa9e No.-/,


220.. Analysed rate

23!0.

DPP;9 #001!0$

20$.

2201@ @@@@

110

101

13.0!2

2102

1$0$

)+.,

-(.).).27 Pa9e No.-*,Cost Rate Coe Re'ar6

$..0..7ar+et ate

103!Analysed rate

210$2

218!42

DPP;9 #00144!=2

142!'4142!'4

16=!5'

=5!24

r interior plasterin9 upto floor to le;el(, ''. in 9irt5 an finis5e e;en an

an 'ac5ine cut3 of t5ic6ness )( 1$-23era9e in ce'ent 'ortar ):* ) ce'ent : *

t : 2 'arble ust3 it5 an a'iture ofns of cra'ps7 5ic5 s5all be pai for


137/150


138/150

.-)*.(,7 Pa9e No.-/(0


20 7ar+et ate

14'!4'DPP;9 #00

95!4'

='!4' 9999

=32!6==!33

=39!99

111!''!$.0@@

(.),

-)*./.)7 Pa9e No.-/+/


!03 7ar+et ate

!!0.. .!.@

18=!2'

DPP;9 #0063!6'12!5'

12!58 9999

14!19 9999

865!='

8!66

8=4!36

131!151..$0$1

),,.),,.+,

f appro;e bran an 'anufacturer7 o;er

;es of reuire s5ae:Ne or6 !o orr pri'er applie < 2.2, 69$ ), s'3


139/150

o.-)+.0-2(,/

Cost Rs Re"ar-s/ 2nput ref&

#!.44 W3

64.70 ' ate

151.80 W3

!71.45 3201!8682

27.8! 3201!7254

14.18

2.28 W3

12.48

2#.68

85.00 'arket ate

852.84

127.#!

#80.77

980.00

anin9 surface an sprayin9


140/150

!04.#2 3201!8682

60.#8

18.24

W3 21.60

21.20

#5.00 'arket rate

521.#4

78.2#

600.24600.00

9 co'plete as per !ec5nical


141/150

B"" >? QAN!!H

Date of Callin9 !ener : )+-,/-2,) @aliity Perio : 0, D

Date of >penin9 !ener : ,-,(-2,) !i'e of co'pletion :

Cost of !ener : Rs /.,, 1 @at 1 Rs. ,,.,, arnest 4oney : *+,,

Sl. No. te' of or6 Qty. nit

1 8''!'' .

2 8''!'' .

3 1'''!'' .

855AL "E9ITIE

1 All t)e wor+ s)all be carried out as per latest P0;090 specifications and as per instructions of engineer-in-c)arge0

2HAT4Trade Ta& and Income Ta& labour cess s)all be deducted as per rule0

3 T1 T2 form will be t)e part of t)e agreement

$ 5ac) tender s)ould accompany general stamp of s0 1..4- along wit) 14- re%enue stamp pasted on enclosed preforma

"onditional tender are liable to be reected0

Any reco%ery purposed byT0A0" any time will be deducted from contractor bill0

#it

ame of ;or+ :-+?' E+e eu+sE y+sfR+ E+;S)R fof+ foKofoT+yR ic+.!S)o+?y ) eE(er + +RUA

9ismantling precast concrete or stone slabs in walls partition walls etc0 includingstac+ing wit)in $. metres lead : T)ic+ness up to . mm

#tone wor+ ' mac)ine cut edges %eneer wor+( for wall lining upto 1. m )eig)t bac+ingfilled wit) a grout of 12 mm t)ic+ cement mortar 1:3 '1 "ement : 3 coarse sand( andointed wit) "ement mortar 1:2 '1 cement : 2 stone dust( including rubbing andpolis)ing complete0 'To be secured to t)e bac+ing and t)e sides by means of crampsand pins w)ic) s)all be paid for separately( /aisalmer yellow stone slabs e&posed facedressed and rubbed 1$ '


142/150

Si9. of >fficer Si9. of >fficer Si9. of >fficer Si9. of >fficer

Callin9 >penin9 Reco''enin9 Acceptin9

!ener !ener !ener !ener


143/150

ys

4ont5

,.,,

Rate A'ount

1'=!55 86'4'!''

42=5!'' 342''''!''

159!9' 1599''!''

!otal *++0,.,,

nd duly signed by contractor0

i9. of Contractor

na'e an Aress

ElE s

claim or compensation s)all be

-a+s esa %
mailto:eS@mijksDr%20fcy%20vkWQ%20DokfUVVh%20esa%20vafdr%20njksa%20ij%20njksa%20ls%20----------------------------------vadks%20esa%20%25%20-------------------------------izfr'kr%20%C2%BC'kCnks%C2%BDmailto:eS@mijksDr%20fcy%20vkWQ%20DokfUVVh%20esa%20vafdr%20njksa%20ij%20njksa%20ls%20----------------------------------vadks%20esa%20%25%20-------------------------------izfr'kr%20%C2%BC'kCnks%C2%BD


144/150


145/150

B"" >? QAN!!H

Date of Callin9 !ener : )+-,/-2,) @aliity Perio : 0, D

Date of >penin9 !ener : ,-,(-2,) !i'e of co'pletion :

Cost of !ener : Rs /.,, 1 @at 1 Rs. ,,.,, arnest 4oney : 2(,,


1 18'!'' .

2 18'!'' .

3 2$. #?m

4 1 "um

5 1 #?m

6 2 #?m

= 1@0! "um

ame of ;or+ :-+?' E+e eu+sE y+sfR+ E+;S)R fof+ foKofoT+yR ifElEL+y+sa ) eE(er + +RUA

9ismantling precast concrete or stone slabs in walls partition walls etc0 includingstac+ing wit)in $. metres lead : T)ic+ness up to . mm

#tone wor+ ' mac)ine cut edges %eneer wor+( for wall lining upto 1. m )eig)t bac+ingfilled wit) a grout of 12 mm t)ic+ cement mortar 1:3 '1 "ement : 3 coarse sand( andointed wit) "ement mortar 1:2 '1 cement : 2 stone dust( including rubbing andpolis)ing complete0 'To be secured to t)e bac+ing and t)e sides by means of crampsand pins w)ic) s)all be paid for separately( /aisalmer yellow stone slabs e&posed facedressed and rubbed 1$ '


146/150


8 1. 7etre

9 32 #?m

1' #?m

11 !. #?m

12 $$. g

13 1 #?m

14 @.. #?m

15 $3 "um

855AL "E9ITIE

1 All t)e wor+ s)all be carried out as per latest P0;090 specifications and as per instructions of engineer-in-c)arge0

2 HAT4Trade Ta& and Income Ta& labour cess s)all be deducted as per rule03

T1 T2 form will be t)e part of t)e agreement

$ 5ac) tender s)ould accompany general stamp of s0 1..4- along wit) 14- re%enue stamp pasted on enclosed preforma

#upply and fi&ing ,and rail and Balustrade modular system passi%e ##-3. gradedecorati%e ailing system comprising of )and rail $.mm and 10$ mm t)ic+ and 3 o0)ori6ontal steel pipe of 1@ mm dia and 10$mm t)ic+ of e?ual spacing wit) Balustrade of## pipe of 3! mm and 10$mm t)ic+ > 12.. mm "4" of passi%ated and finis) t)esurface good and co%ering wit) steel s)oe wit) all %isible stainless steel metel of 3.grade in stain finis) )ig)t of railing is @.. mm as per detailed specification attac)edwit) P"0

Pro%iding and fi&ing La+) red colour granite 'polis)ed( in big slab 1! '


147/150


"onditional tender are liable to be reected0

Any reco%ery purposed byT0A0" any time will be deducted from contractor bill0

#it

Si9. of >fficer Si9. of >fficer Si9. of >fficer Si9. of >fficer

Callin9 >penin9 Reco''enin9 Acceptin9

!ener !ener !ener !ener

[email protected]+s$r fcy -+?Q $o+f>;;) esa -afr nE+sa iE nE+sa ls


148/150

ys

4ont5

,.,,

Rate A'ount

1'=!55 19359!''

42=5!'' =695''!''

1$@0@ 3@@$

$!$$ @3!.

110$ 2@

311 22!312

$12. 1.13

esa o+R


149/150

Rate A'ount

$... $....

$. 1!1.

. 3.11!

1$ 11$.

$0@ 1$

@3 3!.3

$ ..$..

!.. 3...

!otal 2//2*,.,,

nd duly signed by contractor0

claim or compensation s)all be


150/150

Rate A'ount

i9. of Contractor

na'e an Aress

-a+s esa %

Lohia Repair Work

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