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HEMANT JAIN & ASSOCIATES 

Ofce : 498,Usha NagarExtensin,In!re

  M" : 9##$%8%$$E'(ai) : he(ant*ssc+ah-c(

  ARCHITECT, ENGINEER, INTERIOR DESIGNER & CIVIL CONTRACTOR 

 Date: 07 /09 /2015

Price bid -Summary SheetName of Work: Construction of Boundary Wall at Gondiya,Ujjain

S.no. DSR Item Description Item Rate

In rs.

Qty. Rs.

1 arth !ork in e"ca#ation by mechanicalmeans $%ydraulic e"ca#ator& ' manualmeans in foundation trenches or drains $note"ceedin( )*+ m in !idth or ) sm on.lan& includin(dressin( of sides and rammin( of bottoms,lift u.to )*+ m, includin( (ettin( out thee"ca#ated soiland dis.osal of sur.lus e"ca#ated soil asdirected, !ithin a lead of + m*/ll kinds of soil*

+0* 2 Cum 1080

2 1illin( a#ailable e"ca#ated earth $e"cludin(

rock& in trenches, .linth, sides of foundations etc* in layersnot e"ceedin( 2cm in de.th, consolidatin(each de.osited layer by rammin( and!aterin(, lead u. to+ m and lift u.to )*+ m*

33*33 1 Cum 99.99

3 Pro#idin( and layin( in .osition cementconcrete of s.eci4ed (rade e"cludin( thecost of centerin( andshutterin( - /ll !ork u. to .linth le#el :):0:5$) Cement : 0 4ne sand : 5 (raded stonea((re(ate 2 mmnominal si6e&

7,833* 0.15 Cum 554.85

4 Pro#idin( and layin( in .osition s.eci4ed(rade of reinforced cement concretee"cludin( the cost of centerin(, shutterin(, 4nishin( andreinforcement - /ll !ork u. to .linth le#el :):)*+:7 $) cement : )*+coarse sand : 7 (raded stone a((re(ate 2mm nominal si6e& 

+033* 0.526

Cum

2893

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5 9einforced cement concrete !ork in !alls$any thickness&, includin( attached.ilasters, buttresses,.linth and strin( courses, 4llets, columns,.illars, .iers, abutments, .osts and strutsetc* u. to (i#en dra!in(

le#el e"cludin( cost of centerin(,shutterin(, 4nishin( andreinforcement:):)*+:7 $) cement : )*+coarsesand : 7 (raded stone a((re(ate 2 mmnominal si6e&

8,733* 0.456

Cum

2918

6 9einforcement for 9*C*C* !ork includin(strai(htenin(, cuttin(, bendin(, .lacin( in.osition and bindin(all com.lete*; reinforced bars

87*33 60.493 k 38!1

! Centerin( and shutterin( includin(struttin(, .ro..in( etc* and remo#al of form!ork for : 1oundations,

footin(s, bases for columns

)82*33 4.02 s"m 655.22

8 Centerin( and shutterin( includin(struttin(, .ro..in( etc* and remo#al of form!ork for : Columns,.iers, abutments, .illars, .osts and struts

783*33 4.32 s"m 1598.36

9 Brick !ork 2mm or as .er a#ailability of locally su.erstructure abo#e .linth le#el u.to (i#en desi(nle#el in all sha.es and si6e in: Cementmortar ):8 $cement: 0 sand&

0+3*33 0.!04

cum

2858.23

10 )2 mm cement .laster of mi" :):+ $)cement: + balusand&

2<3*33 9 S"m 2520

11 1inishin( !alls !ith !ater .roo4n( cement.aint of reuired color shade : $!o coatsa..lied = 7*+ k(') sm&

+0*339 s"m 494.91

12 1illin( a#ailable e"ca#ated earth $e"cludin(rock& in trenches, .linth, sides of foundations etc* in layersnot e"ceedin( 2cm in de.th, consolidatin(each de.osited layer by rammin( and!aterin(, lead u. to+ m and lift u.to )*+ m*

3* cum

13 Pro#idin( 7 round of barbed !ire fencin(With a..lyin( $>S/ +"+"8&

3* 2.5 Rnm 2250

14 1inished .cc):2:0$) cement:2

sand:0a((re(ate 2mm nominal si6e&as(i#en in desi(n !ith com.lete 4ttin( ?4nishin(*

085* 0.09 Cum 421.2

 #ote$% &'ectricity ( )ater )i'' *e pro+i,e, *y yourse'-.ayment con,ition )i'' *e *ase, on Sc/e,u'e as ,eci,e,.