Bldg Rates 72-73

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District Technical Office Rupandehi

CONSTRUCTION MATERIAL COST AT SITE Using 8 MT capacity truck (D

Name of Project : Reference Bhairahawa

Unskilled Labour Cost N!s Per mandays" #killed Labour N!s $er md" Diesel N!s $er Lit" Truck N!s $e

&'()(( *+( ,()-( *-(

#)N) /tem #ource Unit

L01D 23" !esources

B T

!

r a v e "

#

a r t h e n

T o t a l

&( .( 4( Amount &ty Amount

4 . ' & + * , - 5 4( 44 4. 4' 4+ 4*64+73*

. 'and Crusher *+, * * *- *, +-.* */, ,*.

.a 'and ("oca") *+, * * *- *, +-.* */, ,*.

'a !rave" Bhumai , + ,+ *1 * *+ +*1 * -+* ,*1 --*1/

'b Crusher *+, * * *- * -+* *, ,1*+1

'c broken stone a33re3ates Crusher *+, * * *- * -+* *, ,1*+1

& Bhumai , + ,+ *1 * *+ +*1 * -+* /*. ,-/*.2

, Cement Bhairah4a Ton + + *, * * * */ +1-* *0 *,+

- Reinforcement 'tee" and 3abion 4ire

a Reinforcement 'tee" Bhairah4a Ton + + *, * * * *2 -0* *0 *,+

44 Timber for temporary 4orks * * * * *, +-.* * *

4. * * * * * -+* * *

4' 5abricated 'tructura" 'tee" Bhairah4a Ton + + *, * * * */ /* -11-* *0 *,+

4& RCC Precast #"ement Ton * * * * +* /,* * *

'peed correspondin3 toroad condition 9PH

Tota"Trave"Time

B"acktop at

/9mph

!rave"at -9mphspeed

#arthen at +9mphspeed

T 6 -

( 0 : . : + )

Labour(%nit ; mandays)

3aterials(Type ;5ue" 8

%nit ; $it )

%nski""ed

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Truck hiring cost per hour !"#

Cost of truck of 6 m.t. capacity a ...

Total working hours b ...

Working hours per year c ...

$" O%n&rs'ip cst

Depreciation cost per hour a/b ... ...

Insurance cost per hour 0.02 a/c ... ...

Interest ta per hour 0.0! a/c ... ...

Su tta* + $ ... ...

!" Op&ratin cst

A. Maintenance cost per hour

"#erhauling cost 0.$$ a/b ... ...

%epair an& maintenance cost 0.2' a/b ... ...

Sub total of A ... ...

B. Net operationg cost per hour

i( )uel an& lubrication cost

*.+. Diesel , $.$ lit/hr ... ... '-.'- obil ,0.! lit/hr ... ... $.20

ear oil ,0.0' lit/hr ... ... !1.26

rease ,0.0!$ g/hr ... ... -.'0

Sub total of i ... ... 474.14

ii( +pare parts

TRUC2 3IRIN4 COST 2!72( page !46:!4

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999"$5TOTAL TRANSPORTATION COST per hour, H== 1 ! " ! #$

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MATERIAL TRANS6ORTATION COST;nskille& 3abour ... 4'0.00

Time per trip by truck = (2*istance!spee " loaing # unloaing time$ %oaing an unloaing time = &.'

$" RIC2S

Distance a#erage km < < 0.00 0//

Time 7T( hrs < < < < 0.00

3oa& unloa&ing coefficient 0.000

Capacity of truck per trip nos. of bricks 2400.00

Transportation cost 7*=T( < < 0.00

)or !000 nos. of bricks 7*=T/2400=!000( 0.00

3oa&. > unloa&. cost 7=unskill. labour wage/&ay( 0.00

?er thousan& 0.00

6&r unit rick #"##

!" STONE

Distance a#erage km < < '!.00 '0//!

Time 7T( hrs < < < < 2.4$3oa& unloa&ing coefficient !.602

Capacity of truck per trip cu.m. '.$0

Transportation cost 7*=T( < < 2441.-

)or !cu.m. 7*=T/'.$( < < 6.40

3oa&. > unloa&. cost 7=unskill. labour wage/&ay( 6--.-6

6&r $ cu"7" $.88"!

." CEMENT

Distance a#erage km < < !.00 !//

Time 7T( hrs < < < < 0.-0

3oa& unloa&ing coefficient < < 0.22!

Capacity of truck per trip m.t. 6.00

Transportation cost 7*=T( < < 1.'!

)or !m.t. 7*=T/6( < < !''.22

3oa&ing > unloa&ing cost 7=unskille& labour wages/&ay( $ 0'

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6&r cu"7" #"##

;" ITUMEN

Distance a#erage km < < $.00

Time 7T( hrs < < < < !.00


Capacity of truck per trip m.t. 6.00

Transportation cost 7*=T( < < .!4

)or !m.t. 7*=T/6( < < !66.$2

3oa&. > unloa&. cost 7=unskill. labour wage/&ay( !14.$-

?er m.t. '4!.!0

6&r kg #".5

8" RI 5#77)

Distance a#erage km < < $.00 $//

Time 7T( hrs < < < < !.00


Capacity of truck per trip cu.m. 4.6


)or !cu.m. 7*=T/4.6( < < 2!'.04

3oa&. > unloa&. cost 7=unskill. labour wage/&ay( !14.$-

6&r cu"7" """ .8;"!

$$" RO2EN A44RE4ATE (crus'&0)


Time 7T( hrs < < < < !.00

3oa& unloa&ing coefficient 0.'1$

Capacity of truck per trip cu.m. 4.-1


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$!" SAND(Cars&)


Time 7T( hrs < < < < !.00


Capacity of truck per trip cu.m. $.'-


)or !cu.m. 7*=T/$.'-( < < !-$.1!

3oa&. > unloa&. cost 7=unskill. labour wage/&ay( !6!.2$

?rice of !cu.m. san& < <

6&r cu"7" ... .5"9

$!" SAND(Lca*)


Time 7T( hrs < < < < !.00


Capacity of truck per trip cu.m. $.'-


)or !cu.m. 7*=T/$.'-( < < !-$.1!

3oa&. > unloa&. cost 7=unskill. labour wage/&ay( !6!.2$

?rice of !cu.m. san& < <

6&r cu"7" ... .5"9

$5" 4ra/&*

Distance a#erage km < < '!.00 '0//!

Time 7T( hrs < < < < 2.4$

3oa& unloa&ing coefficient !.602

Capacity of truck per trip cu.m. 4.6

Transportation cost 7*=T( < < 2441.-

)or !cu.m. 7*=T/4.6( < < $2!.4

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inistry of 5edara" Affairs and $oca" =eve"opment>ffice of =istrict =eve"opment Committee=istrict Technica" >fficeRupadehi

Summary of RATE of CONSTRUCTION MATERIALS FY 072/73 Mode ContractNormes for Transportation DOR

Name of the Project : Reference Bhairahawa

S.N. Description Unit Rate S.N. Description Unit Basic

A. AB!UR RAT" 43 r!c"# $#t c%a## !nc%& Tran#'ort no& $(&)* * $(&)* *++

$ S"!%%e, -car'enter. ma#on. P%um/er0 m&,& 12*&** 44 Stone cu&m& 1*$&11 ))&)$ $4$&4 3*++$

( Pa!nter 5 12*&** 42 A66re6ate $* mm cu&m& $(34&)* 31*&1 $22&1 2++

3 Un#"!%%e, 5 43*&** 41 A66re6ate (*mm cu&m& $2)&1* 31*&1 $4)&21 2++

4 7e%'er 5 43*&** 4 A66re6ate 4*mm cu&m& $2)&1* 31*&1 $4)&21 2++

4) 8ra9e% $* mm cu&m& $(34&)* 31*&1 $22&1 2++

B. MAT"R#A RAT" 4 8ra9e% (*mm cu&m& $1((&)) 31*&1 $)3&)4 2++

2 8%a## 4mm #;&m& 142&1* 2* 8ra9e% 4*mm cu&m& $2)&1* 31*&1 $4)&21 2++

1

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inistry of 5edara" Affairs and $oca" =eve"opment>ffice of =istrict =eve"opment Committee=istrict Technica" >fficeRupandehi

@ame of the ?roAect

Reference Bhairahawa

SUMMAR? + RATE ANAL?SIS OR ui*0ings ? #;!@;.

+.@. Items ;nit Contract +.@. Items ;nit Contract

$" EART3:OR2 " ROOIN4 :OR2

!.! B/W ec.a(in gen. : soft '$6.$' 6.! CI sheet roof : 26 1'.'2

!.2 : 8+ 401.41 6.2 CI sheet ri&ge : 24 %m 24.'1

!.' b( in foun .: soft $0.'4 6.' 4mm ply.in !.$ sal fr:ceiling '206.0!

!.4 : 8+ -0.-4

!.$ )illing : 8/) Barth compact 2$4.61 ;" STEEL :OR2

!.6 : stone 21.- 1.! 8arbe& wire fencing !2 %m $!.0!!.1 : san& !$$!.-0 1.2 .+. grill 9 paint kg !2.-!

!.- )illing with transporte& soil watering ramming $60.10 1.' Iron angle with re& oi&e pa. kg !2.-!

!" RIC2 :OR2 8" 6LASTERIN4 :OR2

2.! 8rick soling in san& : flat 1-2.-- -.! !2.$mm c.plaster : !E' ceiling '2-.0

2.2 : B&ge !4!1.2- -.2 : !E4 wall 211.-$

a) r grun0 +*r -.' : !E6 wall 2$1.4

2.'a 8rick masonry in cm : !E' !2$12.4$ -.4 20mm cement plaster : !E' '1.''

2.4a : !E4 !2!$1.' -.$ )lush cem.pointing!E': brick !61.!2

-.6 %ule& cem.pointing!E': brick !6.1

2.$a : !E6 !!16'.4' -.1 )lush cem point !E':stone 20!.16

-.- ' mm cement punning 20!.$$

) A/& grun0 +*r -.a ?orcelain glaFe& tile 7wall( !$$.'

2.'b 8rick masonry.in c.m. : !E' !2-21.!2 -.b ?orcelain glaFe& tile 7floor( 2!'2.'4

2.4b : !E4 !24!2.06 9" 6AINTIN4 :OR2

2.$b : !E6 !20!-.!0 .! 2 Coat white wash : in ceiling 26.!4

.2 : in wall 2!.-

." STONE :OR2 .' ! coat snocem 7cement paint( $.6

'.! +tone soling in foun&ation 262-.46 .4 2 coat snocem 7cement paint( !01.16

'.2 +tone masonry.in c.m. : !E4 -14!.1- .$ ! coat paint : enamel !$$.!-

'.' : !E6 -0!'.4' .6 2 coat paint : enamel 2'$.-2

.1 : aluminium 2!6.11

m' m2

m2

m'

m2 m2

m'

m'

m2

m'

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+

RAT" ANAYS#S for FY 072/73 B%i'din* Contract It&7s D&script" Unit uantity U"Rat& A7unt

$" EART3:OR2

;nskille& m.&. 0.10 4'0.00 '0!.00

BHuipment

'5of labour .0'It&7 N" p&r +ub:Total '!0.0'

$"$ $ cu"7" Contract %ate !.!$ '$6.$'

@orms : 27!( page 4cu"7" .".

Eart'%rk in &1ca/" B s+t si*

;nskille& m.&. 0.-0 4'0.00 '44.00

BHuipment

'5of labour !0.'2

It&7 N" p&r +ub:Total '$4.'2

$"! $ cu"7" Contract %ate !.!$ 401.41

@orms : 272( page 4cu"7" 5#;"5;

Eart'%rk in &1ca/" B "M"Si*

;nskille& m.&. !.00 4'0.00 4'0.00

BHuipment

'5of labour !2.0

It&7 N" p&r +ub:Total 442.0

$". $ cu"7" Contract %ate !.!$ $0.'4

@orms : 27( page 6cu"7" #9".5

E@: &1ca/"in +un0"- s+t si*

;nskille& m.&. !.$ 4'0.00 6-'.10

BHuipment

'5of labour 20.$!

It&7 N" p&r +ub:Total 104.2!

$"5 $ cu"7" Contract %ate !.!$ -0.-4

@orms : 27!4( page 1cu"7" 8#9"85

Eart'%rk in &1ca/" B "M"Si*

ll type of Bca#ation work in soft clay > silty soils inclu&ing&isposal upto !0m lea& an& !.$m lift

Unit Rat& E1c*u0ing

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-


@orms : 2742( page !$cu"7" $$"8#

i**ing - san0

Unit Rat& E1c*u0ing

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,


;nskille& m.&. 0.$0 4'0.00 2!$.00

Tran soil m' !.20 22!.16 266.!!

T&P @3% of labour 6.4$

It&7 N" p&r +ub:Total 4-1.$6$" $ cu"7" Contract %ate !.!$ $60.10

@orms : 272$a( page !!cu"7" #";#

Eart' +i**ing - c7pactin %rk

!" RIC2 :OR2S

+kille& m.&. 0.$0 6$0.00 '2$.00

;nskille& m.&. !.00 4'0.00 4'0.00

8rick nos. 420.00 !2.-0 $'16.00

+an& cu.m. 0.1! $'.0- 616.6

It&7 N" p&r +ub:Total 6-01.6

!"$ $# s"7" Contract %ate !.!$ 1-2-.-4

@orms : !!7!$a( page 6$s"7" ;8!"88

rick s*ing - +*at

+kille& m.&. !.00 6$0.00 6$0.00;nskille& m.&. '.2$ 4'0.00 !'1.$0

8rick nos. 1$0.00 !2.-0 600.00

+an& cu.m 0.1! $'.0- 616.6

It&7 N" p&r +ub:Total !2'24.!

!"! $# s"7" Contract %ate !.!$ !4!12.-!

@orms : !!7!$b( page 6$s"7" $5$;"!8

rick s*ing - /&rtica*

a" RIC2 :OR2 IN MORTAR (+r grun0 +*r)

+kille& m.&. !.$0 6$0.00 1$.00

;nskille& m.&. 2.20 4'0.00 46.00

8rick nos. $'0.00 !2.-0 61-4.00

Cement m.t. 0.!' !2642.40 !64'.$!

+ & 0 21 !-'$ 0- 4$ 41

)illing with transporte& soil in !$ cm thick layer an& han&compaction 7haulage &istance !0m( with sprinkling water withrammers

Unit Rat& E1c*u0ing

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/


+kille& m.&. !.$0 6$0.00 1$.00

;nskille& m.&. 2.20 4'0.00 46.00

8rick nos. $'0.00 !2.-0 61-4.000

Cement m.t. 0.01 !2642.40 --4.1+an& cu.m 0.'0 !-'$.0- $$0.$2

&&.unkill m.&. 0.20 4'0.00 -6.00

+caffol&ing '5 of a&&. ;nskille& 2.$-

It&7 N" p&r +ub:Total !022.01

!"a $ cu"7" Contract %ate !.!$ !!16'.4'

@orms : $7!.b.' > 2a( page 2' > 24cu"7" $$;."5.

rick %rk in c"7" - $B

" RIC2 :OR2 IN MORTAR (a/& grun0 +*r)

+kille& m.&. !.$0 6$0.00 1$.00

;nskille& m.&. 2.20 4'0.00 46.00

8rick nos. $'0.00 !2.-0 61-4.00

Cement m.t. 0.!' !2642.40 !64'.$!

+an& cu.m 0.21 !-'$.0- 4$.41

&&.unkill m.&. 0.10 4'0.00 '0!.00+caffol&ing '5 of a&&. ;nskille& .0'

It&7 N" p&r +ub:Total !!!$4.0!

!". $ cu"7" Contract %ate !.!$ !2-21.!2

@orms : $7!.b.! > 2b( page 2' > 24cu"7" $!8!;"$!

rick %rk in c"7" - $B.

+kille& m.&. !.$0 6$0.00 1$.00

;nskille& m.&. 2.20 4'0.00 46.00

8rick nos. $'0.00 !2.-0 61-4.00

Cement m.t. 0.!0 !2642.40 !264.24

+an& cu.m 0.2- !-'$.0- $!'.-2

&&.unkill m.&. 0.10 4'0.00 '0!.00

+caffol&ing '5 of a&&. ;nskille& .0'

It&7 N" p&r +ub:Total !01'.0

! 5 $ C t t % t ! !$ !24!2 06

Chimney 7bhatta( brick masonry works along with supplying bricks

making cement san& mortar an& construction of brick wall inclu&inghaulage &istance upto '0m a) $B

Unit Rat& E1c*u0ing

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."$ $ cu"7" Contract %ate !.!$ 262-.46

@orms : 67$( page 'cu"7" !!8"5

Stn& s*ing in san0

Unit Rat& E1c*u0ing

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2


+kille& m.&. !.$0 6$0.00 1$.00

;nskille& m.&. $.00 4'0.00 2!$0.00

cement m.t. 0.!$ !2642.40 20!0.!4

+an& cu.m 0.4$ !-'$.0- -2$.1 block stone !.00 !4!.41 !4!.41

bon& st. 0.!0 !4!.41 !4.!$

It&7 N" p&r +ub:Total 160!.$4

."! $ cu"7" Contract %ate !.!$ -14!.1-

@orms : 6a72( page 2$cu"7" 8;5$";8

Stn& %rk in c"7" - $B5

+kille& m.&. !.$0 6$0.00 1$.00

;nskille& m.&. $.00 4'0.00 2!$0.00

cement m.t. 0.!06 !2642.40 !'40.0

+an& cu.m 0.41 !-'$.0- -62.4

bl.stone !.00 !4!.41 !4!.41

bon& st. 0.!0 !4!.41 !4.!$

It&7 N" p&r +ub:Total 66-.20

.". $ cu"7" Contract %ate !.!$ -0!'.4'

@orms : 6a7'( page 2$cu"7" 8#$."5.

Stn& %rk in c"7" - $B

+kille& m.&. !.00 6$0.00 6$0.00

;nskille& m.&. 2.00 4'0.00 -60.00

bl.stone cu.m !.00 !4!.41 !4!.41

bon& st. cu.m 0.!0 !4!.41 !4.!$

It&7 N" p&r +ub:Total '!$0.62

."5 $ cu"7" Contract %ate !.!$ '62'.2!

@orms : 672.!( page 26cu"7" .!."!$

Stn& %rk - Dry %a**

5" :OODEN :OR2S+kille& m.&. '4.00 6$0.00 22!00.00

%ubble masonry work inclu&ing supply of har& stone blocks preparing cement san& mortar an& construction of the wall upto $ mhigh haulage &istance upto !0 m a)c&7&nt san0 7rtar $B5

Unit Rat& E1c*u0ing

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1


+kille& m.&. !0.00 6$0.00 6$00.00

;nskille& m.&. !.00 4'0.00 4'0.00

Woo& cu.m 0.0-4 !61$-0.00 !4016.12

S'utt&r si&B hinges nos. 6.00 24.00 !44.00

!.01m = !.-2 mK2.!!4 sH.m. boltL! nos. !.00 26.00 26.00

*inges 7abAa( : !00 mm boltL2 nos. !.00 4!.00 4!.00

bolt L!7Chheskini( : !$0 mm lock nos. !.00 $12.00 $12.00

bolt L27Chheskini( : '00 mm han&le nos. 2.00 '2.00 64.00

2$0 mm 7 lock han&le screws( +crews 3.+. !0.00

It&7 N" p&r +ub:Total 2!-6'.12

5". !"$$5 s"7" Contract %ate !.!$ 2$!4'.2-

@orms : !072( page 4s"7" $$89.";#

In $" sa* +ra7& - s'utt&rs

+kille& m.&. .00 6$0.00 $-$0.00

;nskille& m.&. 0.0 4'0.00 '-1.00

Woo& cu.m 0.04 !61$-0.00 -2!!.42

7+hutter siFeE !.-2m=!.22m K 2.2' sH.m(

glass sH.m. !.0-$ 64$.60 100.4-

hinges nos. -.00 24.00 !2.00

bolts nos. 4.00 26.00 !04.00

hinges 7abAa( : !00 mm han&le nos. 2.00 '2.00 64.00

bolts 7Chheskini( : !00 mm screws 3.+. !0.00

It&7 N" p&r +ub:Total !$$!-.0

5"5 !"!. s"7" Contract %ate !.!$ !1-46.1'

@orms : !074( page $0s"7" 8##."#!

In $" sa* +ra7& - 5 77 g*a&0

+kille& m.&. 1.00 6$0.00 4$$0.00

;nskille& m.&. 0.10 4'0.00 '0!.00

Woo& cu.m 0.0'46 !61$-0.00 $1-.21

S'utt&r si& B ?lywwo& sH.m. 4.6$ 2!$.20 !000.6-

!.02=2.0$- K 2.24$ sH.m hinges nos '.00 24.00 12.00

l k i l b lt 2 00 26 00 $2 00

aking an& fiing sal Woo& panelle& shutters using '- mm thick salWoo& frame

Unit Rat& E1c*u0ing

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.


@orms:1.27c( page '0cu"7" 89$9"98

6"C"C" - $B.B %it' gra/&*

Unit Rat& E1c*u0ing

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+


+kille& m.&. !.00 6$0.00 6$0.00

;nskille& m.&. 4.00 4'0.00 !120.00

cement m.t. 0.'2 !2642.40 404$.$1

a( ?.C.C.7!E2E4( ra#el 40mm cu.m. 0.$2 !4-.$6 !0!'.2$

ra#el 20mm cu.m. 0.22 !-'.-4 4'6.44

ra#el !0mm cu.m. 0.!! !$$.16 !1$.$'

san& cu.m. 0.44$ !-'$.0- -!6.6!

It&7 N" p&r +ub:Total --$1.4!

"! $ cu"7" Contract %ate !.!$ !0!-6.02

@orms:1.27&( page '!cu"7" $#$8"#!

6"C"C" - $B!B5 %it' gra/&*

+kille& m.&. 0.-0 6$0.00 $20.00

;nskille& m.&. 1.00 4'0.00 '0!0.00

cement m.t. 0.'2 !2642.40 404$.$1

a( ?.C.C. !E2E4 gg 40mm cu.m. 0.$2 !4-.$6 !0!'.2$

gg 20mm cu.m. 0.22 !4-.$6 42-.6-

gg !0mm cu.m. 0.!! !$$.16 !1$.$'

san& cu.m. 0.44$ !-'$.0- -!6.6!

It&7 N" p&r +ub:Total !000.6$

".a $ cu"7" Contract %ate !.!$ !!$!!.0

@orms:174.a( page '2cu"7" $$$$"#9

6CC +r RCC ($B!B5) %it' aggr&gat&

+kille& m.&. 0.-0 6$0.00 $20.00

;nskille& m.&. 1.00 4'0.00 '0!0.00

cement m.t. 0.'2 !2642.40 404$.$1

a( ?.C.C. !E2E4 ra#el 40mm cu.m. 0.$2 !4-.$6 !0!'.2$

ra#el 20mm cu.m. 0.22 !-'.-4 4'6.44

ra#el !0mm cu.m. 0.!! !$$.16 !1$.$'

san& cu.m. 0.44$ !-'$.0- -!6.6!

It&7 N" p&r +ub:Total !00!1.4!

". $ cu"7" Contract %ate !.!$ !!$20.02

@ 174 ( '2

Concreting of foun&ation #ertical faces walls 7cement concrete(inclu&ing supply materials an& haulage &istance upto '0m

Unit Rat& E1c*u0ing

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++


Irn r0( TOR st&&*) +r RCC"

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+-


+kille& m.&. !.00 6$0.00 6$0.00

;nskille& m.&. 2.00 4'0.00 -60.00

Nt& B- cement m.t. 0.!2 !2642.40 !$!1.0

+ie#e& gra#el roun& san& cu.m. 0.!1 !-'$.0- '!!.6

gra#elL!2mm cu.m. 0.'4 !$$.16 $42.$6

W.?.C. kg 2.-- -!.00 2''.2-

It&7 N" p&r +ub:Total 4!!4.-

" $# s"7" Contract %ate !.!$ 41'2.!2

@orms:!-7( page !2-s"7" 5;."!$

$" D"6"C" ($B!B5)

+kille& m.&. !.2$ 6$0.00 -!2.$0

;nskille& m.&. '.00 4'0.00 !20.00

Nt& B- cement m.t. 0.26 !2642.40 '2-1.02

+ie#e& gra#el roun& san& cu.m. 0.'4 !-'$.0- 62'.'

gra#el 20 mm cu.m. 0.6- !-'.-4 !'4.0!

It&7 N" p&r +ub:Total 1'62.46

"; $# s"7" Contract %ate !.!$ -466.-'

@orms:!!7!.&( page 60s"7" 85"8;77 t'ick 6"C"C" ($B!B5) %it' +inis'

r7 :rks+kille& m.&. !.12 6$0.00 !!!-.00

;nskille& m.&. 2.$1 4'0.00 !!0$.!0

Woo& cu.m. 0.066 '''1.20 2$-6.42

@ails kg 2.$0 !0-.00 210.00

7+al#age #alue after using 6 times 0.2$5i.e. 0.$26=0.1$/6(

It&7 N" p&r +ub:Total $01.$2

"8 $# s"7" Contract %ate !.!$ $-4!.4$

@orms:-72.a( page '1s"7" 85"$5

r7 %rk +r s*a

+kille& m.&. 2.400 6$0.00 !$60.00

'- mm thick Damp ?roof Course of cement concrete of the ratio!E2E4

Unit Rat& E1c*u0ing

8/18/2019 Bldg Rates 72-73

21/57

+,


" ROOIN4 :OR2S

+kille& m.&. !.!0 6$0.00 1!$.00

;nskille& m.&. !.2$ 4'0.00 $'1.$0

CIsheet sH.m. !2.00 40!.$' 4-!-.''nutbolt nos. '0.00 2.$0 1$.00

M:hook nos. 2$.00 !0.00 2$0.00

bit.washer nos. $$.00 0.60 ''.00

It&7 N" p&r +ub:Total 642-.-'

"$ $# s"7" Contract %ate !.!$ 1''.!$

@orms:7!( page 46s"7" ;.9".!

C4I s'&&t r+ing - ! G

+kille& m.&. 2.00 6$0.00 !'00.00

;nskille& m.&. '.00 4'0.00 !20.00

plain sheet r.m. !2.00 4$!.2 $42'.04

nutbolt nos. !0.00 2.$0 2$.00

It&7 N" p&r +ub:Total -0'-.04

"! $# r"7" Contract %ate !.!$ 24'.1$

@orms:72( page 46R7" 9!5".;

C4I s'&&t ri0g& - ! G (.H %i0&)

+kille& m.&. 2'.00 6$0.00 !4$0.00

;nskille& m.&. 2.'0 4'0.00 -.00

Woo& cu.m. 0.4$ !61$-0.00 1$4!!.00

C&i*ing si& B 9"; 1 ." ."8 s"7" plyWoo& sH.m. '1.$0 2!$.20 -010.00

listi illa 3.+. $0.00


". ."8 s"7" Contract %ate !.!$ !!4'0.$0

@orms:!07!6.a( page $$ $6s"7" .!#"#$

C&i*ing - . 77 p*y:0

;" STEEL :OR2S

+kille& m & ! 016 6$0 00 6 40

26 gause C..I. sheet roofing works with supply of materials allcomplete

Unit Rat& E1c*u0ing

8/18/2019 Bldg Rates 72-73

22/57

+/


+

8/18/2019 Bldg Rates 72-73

23/57

+


8" 6LASTERIN4 :OR2S

!2.$ mm thick cement san& plastering works in ceiling+kille& m.&. !$.00 6$0.00 1$0.00

;nskille& m.&. 20.00 4'0.00 -600.00

a( Cement san& ratio : !E' cement m.t. 0.62$ !2642.40 10!.$0 san& cu.m !.2- !-'$.0- 2'4-.0

It&7 N" p&r +ub:Total 2-600.40

8"$ $## s"7" Contract %ate !.!$ '2-0.46

@orms:!27!.b( page 61s"7" .!8"9#

$!"77 c&7" p*ast&r in c"7" - $B. c&i*ing

!2.$ mm thick cement san& plastering works +kille& m.&. !2.00 6$0.00 1-00.00

;nskille& m.&. !6.00 4'0.00 6--0.00

a( Cement san& ratio : !E4 cement m.t. 0.$'- !2642.40 6-0!.6!

san& cu.m !.46 !-'$.0- 261.22

It&7 N" p&r +ub:Total 24!60.-'

8"! $## s"7" Contract %ate !.!$ 211-4.$

@orms:!27!.c( page 61s"7" !;;"8

$!"77 c&7&nt p*ast&r in c"7" - $B5

!2.$ mm thick cement san& plastering works +kille& m.&. !2.00 6$0.00 1-00.00

;nskille& m.&. !6.00 4'0.00 6--0.00

a( Cement san& ratio : !E6 cement m.t. 0.'-2 !2642.40 4-2.40

san& cu.m !.$1 !-'$.0- 2--!.0-

It&7 N" p&r +ub:Total 22'0.41

8". $## s"7" Contract %ate !.!$ 2$14.04

@orms:!27!.&( page 61s"7" !;"59

$@! c&7&nt p*ast&r in c"7" - $B

20 mm thick cement san& plastering works +kille& m.&. !4.00 6$0.00 !00.00

;nskille& m.&. !.00 4'0.00 -!10.00

a( Cement san& ratio : !E' cement m.t. 0.60 !2642.40 !2!'6.10

san& cu.m !.$ !-'$.0- '$1-.4!

It&7 N" p&r +ub:Total '2-$ !!

Unit Rat& E1c*u0ing

8/18/2019 Bldg Rates 72-73

24/57

+2


Ru*&0 c&7&nt pinting $B. - in rick " " "

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25/57

+1


)lush rule& pointing works in cement san& ratio !E'+kille& m.&. !0.00 6$0.00 6$00.00

;nskille& m.&. !4.00 4'0.00 6020.00

a( In stone masonry cement m.t. 0.'06 !2642.40 '-6-.$1

san& cu.m 0.6'0 !-'$.0- !!$6.!0

It&7 N" p&r +ub:Total !1$44.61

8"; $## s"7" Contract %ate !.!$ 20!16.'-

@orms:!472.c( page 1$s"7" !#$";

*us' c&7&nt pinting $B. - in stn&

' mm thick fine cement rubbing works

+kille& m.&. !.00 6$0.00 6$0.00

;nskille& m.&. !.00 4'0.00 4'0.00

cement kg $'.20 !2.64 612.$-It&7 N" p&r +ub:Total !1$2.$-

8"8 $# s"7" Contract %ate !.!$ 20!$.46

@orms:!!720( page 66s"7" !#$"

.77 c&7&nt punning

?orcelain glaFe& tile 7wall( in !E4 cement san& mortar

+kille& m.&. !'.00 6$0.00 -4$0.00

;nskille& m.&. 4.$0 4'0.00 !'$.00

tile sH.m !!.00 $0$.12 $$62.2

Nt&B- cement m.t. 0.0$6 !2642.40 101.1

tile: porcelain glaFe& tile 4 4 san& cu.m 0.!$2 !-'$.0- 21-.'

wh.cement kg '.22- 2!.24 6-.$1

It&7 N" p&r +ub:Total !100'.40

8"9a $# s"7" Contract %ate !.!$ !$$'.!

@orms:!!71( page 6's"7" $9".9

6rc&*ain g*a&0 ti*& in $B5 (%a**)

?orcelain glaFe& tile7)loor( in !E4 cement san& mortar

+kille& m.&. !'.00 6$0.00 -4$0.00

;nskille& m.&. 4.$0 4'0.00 !'$.00

Tile sH.m !!.00 64$.60 1!0!.60

Nt&B- cement m.t. 0.0$6 !2642.40 101.1

tile: porcelain glaFe& tile 4 4 san& cu.m 0.!$2 !-'$.0- 21-.'

Unit Rat& E1c*u0ing

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+0


It&7 N" p&r +ub:Total !!0.--

9"! $## s"7" Contract %ate !.!$ 2!1.$!

@orms:!'7!.b( page 10s"7" !$"98

! cat %'it& %as'ing in %a**

Unit Rat& E1c*u0ing

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27/57

+.


Water proof cement paint 7+nowcem( application+kille& m.&. '.$0 6$0.00 221$.00

;nskille& m.&. '.$0 4'0.00 !$0$.00

a( in one coat +nowcem kg '0.00 41.00 !4!0.00

It&7 N" p&r +ub:Total $!0.00

9". $## s"7" Contract %ate !.!$ $6-.$0

@orms:!'7!2.a( page 12s"7" 9"9

$ cat Sn%c&7 painting

Water proof cement paint 7+nowcem( application+kille& m.&. 6.$0 6$0.00 422$.00

;nskille& m.&. 6.$0 4'0.00 21$.00

a( in 2 coats +nowcem kg $0.00 41.00 2'$0.00

It&7 N" p&r +ub:Total '10.009"5 $## s"7" Contract %ate !.!$ !011$.$0

@orms:!'7!2ab( page 1's"7" $#;";

! cats Sn%c&7 painting

+kille& m.&. -.00 6$0.00 $200.00

;nskille& m.&. $.00 4'0.00 2!$0.00

?rimer litre -.!0 26'.00 2!'0.'0

a( in one coat Bnamel litre .00 446.00 40!4.00

It&7 N" p&r +ub:Total !'44.'0

9" $## s"7" Contract %ate !.!$ !$$!-.4$

@orms:!'7$ab( page !!1s"7" $"$8

$ cat Ena7&* painting

+kille& m.&. !2.00 6$0.00 1-00.00

;nskille& m.&. -.00 4'0.00 '440.00?rimer litre -.!0 26'.00 2!'0.'0

a( in 2 coats Bnamel litre !6.00 446.00 1!'6.00

It&7 N" p&r +ub:Total 20$06.'0

9" $## s"7" Contract %ate !.!$ 2'$-2.2$

@orms:!'7$( page 1!s"7" !."8!

! cats Ena7&* painting

Unit Rat& E1c*u0ing

8/18/2019 Bldg Rates 72-73

28/57

-


F 0ia" 4"I" 6ip& (HH c*ass) *aying" "

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29/57

-+


plumber m.&. 0.$0 6$0.00 '2$.00

*elper m.&. !.00 4'0.00 4'0.00

;nskille& m.&. !.00 4'0.00 4'0.00

%ea& 3ea& 0.!0 of ;nskille& 4'.00

iscellaneous 0.02$ of ;nskille& !0.1$

?ipe r.m. '0.00 !10.00 $!00.00

It&7 N" p&r +ub:Total 6''-.1$

$#"! .# r"7" Contract %ate !.!$ 12-.$6

@orms:!174.a.!( page !22R7" !5!"99

.@5 0ia" 4"I" 6ip& *aying

plumber m.&. 0.$0 6$0.00 '2$.00*elper m.&. !.$0 4'0.00 64$.00

;nskille& m.&. !.$0 4'0.00 64$.00

%ea& 3ea& 0.!0 of ;nskille& 64.$0

iscellaneous 0.02$ of ;nskille& !6.!'

?ipe r.m. '0.00 2$-.00 1140.00

It&7 N" p&r +ub:Total 4'$.6'

$#". .# r"7" Contract %ate !.!$ !0-$0.1

@orms:!174.a.2( page !-0R7" .$";#

$ 0ia" 4"I" 6ip& *aying

plumber m.&. !.00 6$0.00 6$0.00

*elper m.&. !.00 4'0.00 4'0.00

;nskille& m.&. 2.00 4'0.00 -60.00

)uel litre 0.2$ 10.-0 !1.10

?ipe r.m. !000.00 '0.$$ '0$$2.00 iscellaneous 2.$!5 of ;nskille& 2!.$

It&7 N" p&r +ub:Total '2$'!.2

$#"5 $### r"7" Contract %ate !.!$ '14!0.-

@orms:!172.a.!( page !20R7" .;"5$

$@!0ia"3"D"6" 6ip& *aying

20mm 7'/4( &ia. .I. ?ipe 7G8G class( laying inclu&ing fiing an&fitting

Unit Rat& E1c*u0ing

8/18/2019 Bldg Rates 72-73

30/57

--


-,

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31/57

-,


$$" DISMANTLIN4 :OR2S

;nskille& m.&. 0.!0- 4'0.00 46.44


$$"$ $ s"7" Contract %ate !.!$ $'.4!

@orms:!7$( page !'0s"7" ."5$

Dis7ant*ing B c&7&nt p*ast&r

;nskille& m.&. !.06 4'0.00 4$$.-0

It&7 N" p&r +ub:Total 4$$.-0

$$"! $ cu"7" Contract %ate !.!$ $24.!1

@orms:!7!( page !'0cu"7" !5"$;

D&7*is'ing B %a** in 7u0

;nskille& m.&. 2.!2 4'0.00 !!.60

It&7 N" p&r +ub:Total !!.60

$$". $ cu"7" Contract %ate !.!$ !04-.'4

@orms:!72( page !'0cu"7" $#58".5

Dis7ant*ingB %a** in c&7&nt 7rtar

;nskille& m.&. 4.00 4'0.00 !120.00


$$"5 $ cu"7" Contract %ate !.!$ !1-.00

@orms:!74( page !'0cu"7" $9;8"##

Dis7an*ing B 6"C"C"

;nskille& m & !! 00 4'0 00 41'0 00

Dismantling cement or mortare& plaster an& remo#ing materialsupto !0 m away from the site

Unit Rat& E1c*u0ing

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-/


It&7 N" p&r +ub:Total 41!2$.4

$!"$ $# S"7" Contract %ate !.!$ $4!4.'!

@orms : 204! Item !0.! 7?age $6(S"7" 5$9"5.

!77 t'" Sa*:0 Ea/&s ar0 %rk

Unit Rat& E1c*u0ing

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-


+kille& m.&. 0.!0- 6$0.00 10.20

;nskille& m.&. 0.0!! 4'0.00 4.1'

?lyWoo& sH.m. !.0$ 2!$.20 22$.6

a&&itional for 3ock replacing per no +kille& m& 0.61

a & &

a s

p e r

c a s e

a&&itional for han&le replacing per no +kille& m& 0.!0

a&&itional for bolt replacing per no +kille& m& 0.04

a&&itional for spring fitting per no +kille& m& 0.!0

@ails 3.+.

It&7 N" p&r +ub:Total '00.-

$!"!# $ s"7" Contract %ate !.!$ '46.02

@orms : !0720.c( page $1

s"7" .5"#!In $"sa* +r"- 577 p*y%" s'utt&r r&p*ac&

+kille& m.&. 20.00 6$0.00 !'000.00

;nskille& m.&. 20.00 4'0.00 -600.00

%ebars m.t. !.0$ 1'-2-.$- 11$20.0!

It&7 N" p&r +ub:Total !20.0!

$!". $### kg Contract %ate !.!$ !!'--.0!

@orms:!0.2! page $- kg $$."99R&in+rc&7&nt +r :in0% C'auk'ats

Changing of ol& &amage& plyWoo& > re:fiing 4mm th.commercial plyWoo& in &oor all complete

Unit Rat& E1c*u0ing

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o#ernment of @epal

inistry of )e&aral ffairs > 3ocal De#elopment

"ffice of District De#elopment Committee

District Technical Ofce%upan&ehi

Ana*ysis + Rat&s

ui*0ing

Contract

8/18/2019 Bldg Rates 72-73

35/57

8/18/2019 Bldg Rates 72-73

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l&="*= l"#$% &#!'Ls] ljj(% +sO$c=j=

07२>07३ s]b((])

".0( tf hfnL nf]7 98nf]l7K k|lt hfnL ".00

".0+ Bo 'ie (-m+m*m) k|lt hfnL 1!+

".0* Bo 'ie (,m+m*m) k|lt hfnL !*'

".0" Bo 'ie (-m+m+m) k|lt hfnL !*3(

".0 Bo 'ie (,m+m+m) k|lt hfnL 3""1

".1 Bo 'ie (,m+*m*m) k|lt hfnL '03"".11 Bo 'ie (,m+*m+m) k|lt hfnL (+"+

.01 lk-lk-$L- 8]kfnL k|lt af]f (!(

.0! lk-lk-$L- Fflto k|lt af]f +1!

.03 9f]-lk-l$- 8]kfnL k|lt af]f +!0

.0' 9f]-lk-l$- Fflto k|lt af]f +'(

.0( $]tf] l$d]: 2'0 s]-hL- af]f4 k|lt af]f "'0.0+ l$lnsf l$d]: P7ld=Nfr k|lt s]-lh- 31(

.0* l$d]: nf]7 #f 98nf]7 Oofnf 2(0 s]-hL- af]f4 k|lt af]f '.00

,0

10.01 '-*( b]

8/18/2019 Bldg Rates 72-73

41/57


l&="*= l"#$% &#!'Ls] ljj(% +sO$c=j=

07२>07३ s]b((])

3(.11 'o"ar $ead 'treet $i3ht ('in3"e Arm) 4ith +- 4att $ead Battery k|lt uf]f "+*!0.003(.1! 'o"ar $ead 'treet $i3ht ('in3"e Arm) 4ith +- 4att - $ead Battery k|lt uf]f 11'0'.00

38 6" s#]A ( l&E)"$

3+.01 k|lt $] +00

3+.0! k|lt $] 1(00

3+.03 sdf]7 Yn]O7 $f5f)f 2sF $xLt4 k|lt $] 3000

3+.0' sdf]7 Yn]O7 2sF $xLt4 2k]lG lx:b #f $f] $x4 k|lt uf]f 3!(0

3+.0( l$I,8 sQnL $] 2lk-lF-$L-4 l$Run kn$ k|lt uf]f 1!00

3+.0+ l$I,8 sQnL $] 2lk-lF-$L-4 7#n kn$ k|lt uf]f 1(00

37 (L"n Kn]A

3*.01 k|lt uf]f (0

3*.0! k|lt uf]f 1!00

3*.03 kf]l$ln8 Yn]O7 ol8n k,V8 k|lt uf]f 1!00

3*.0' k|lt uf]f 1000

3; j& a]&L"

3".01 k|lt uf]f "003".0! k|lt uf]f (0

3".03 Wash basin pedesta" k|lt $] 1100

3 lsr]" l&*s 0

3.01 k|lt uf]f 1!(0

3.0! k|lt uf]f 1+00

3.03 k|lt uf]f !1(0

40 )n 0'0.01 kBnf] fon 2Fflto4 k|lt a-lk- +0

'0.0! k]:$L fon l7lhn 2Fflto4 k|lt a-lk- 0

'0.03 $f5f)f #fn fon 2Fflto4 k|lt a-lk- '*

4, #a$n 0

'1.01 dfa,n $f5f)f 213 b]

8/18/2019 Bldg Rates 72-73

42/57


l&="*= l"#$% &#!'Ls] ljj(% +sO$c=j=

07२>07३ s]b((])

'*.0' k|lt uf]f 1'*04; rksn x]A 4 "*=

'".01 $f5f)f 8]kfnL k|lt uf]f 1"00

rksn x]A 8 "*=

'".0! o/l8$]k df]7]n k|lt uf]f +300

'".03 !3 s]-hL- x]7 k|lt uf]f 31(0

'".0' !1 s]-hL- x]7 k|lt uf]f !(0

'".0( $f5f)f 1' s]-hL- k|lt uf]f 1"0

4

'.01 0-( xif,kf# 2l$Run k]h4 FftLo k|lt uf]f '*!(

'.0! 1-0 xif,kf# 2l$Run k]h4 FftLo k|lt uf]f "!'3

'.03 0-( xif,kf# 2l$Run k]h4 rf,8Lh k|lt uf]f !0'"

'.0' 1-0 xif,kf# 2l$Run k]h4 rf,8Lh k|lt uf]f 30"

'.0( 1-( xif,kf# 2l$Run kh4 $#dl$,#n rf,8Lh k|lt uf]f *(

'.0+ 1-( xif,kf# 2l$Run kh4 $#dl$,#n FftLo k|lt uf]f !'""(

0 "]k"L )GP

(0.01 kf]lnly8 kf8L Bof:Z $f5f)f k|lt ln "

(0.0! kf]lnly8 kf8L Bof:Z P8-P$- k|lt ln 10

(0.03 I]8n]$ ILn kf8L Bof:s (00 ln- k|lt ln !*

(0.0' I]8n]$ ILn kf8L Bof:s 1000 ln- #f $f] F:bf aDL ;fdtfsf] k|lt ln 1*

, (H(]!"

(1.01 r/8f k|lt s]-hL- 1*

(1.0! I8f]$]d 2l$d]: k]:4 k|lt s]-hL- '*(1.03 u/bE k]l#sf]n k|lt s]-hL- 1!+

(1.0' rk|fE rfL k|lt s]-hL- 1!13

(1.0( sf]6f k|lt s]-hL- 3!

(1.0+ k/l8 k|lt s]-hL- (3

(1.0* flk8 t]n k|lt ln- 11+

(1 0" ,8fd]n k|lt ln- ''+

+* E 7fold

k"L tG"] #]&L" 29f,-P$-9f,-4

8/18/2019 Bldg Rates 72-73

43/57


l&="*= l"#$% &#!'Ls] ljj(% +sO$c=j=

07२>07३ s]b((])

c(=l&=l&= ljt k]n

(3.03 " ld nfdf] k|lt yf8 +3"0

(3.0' ld nfdf] k|lt yf8 *0'0

(3.0( 11 ld nfdf] k|lt yf8 13*0

4 laQ/t ( a(LH

('.01 ) dL sf] f] 4.((

('.0! ) dL sf] f] 45((('.03 ) dL sf] f] .,4.('.0' ) dL sf] f] &&4(('.0( ) dL sf] f] 4(((('.0+ $fdf8 afx]s s:$L67 afoLK u8], sfo,sf] Oofnf k|lt Q#f,: ((

('.0* $fdf8 afx]s $k],$ afoLK u8], sfo,sf] Oofnf k|lt Q#f,: '0

l&*rO &DaGL

((.01 k|lt $] (!000

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l#5/t 9ly,[ tf \\7 2P8-P$4

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3-0 xif, kf# / E / E 7 ,E,E 21 k]h4 kk

(-0 xif, kf# / E / E 21 k]h4 kk

3-0 xif, kf# , E , E 23 k]h4 kk

(-0 xif, kf# / E / E 23 k]h4 kk

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l&="*= l"#$% &#!'Ls] ljj(% +sO$c=j=

07२>07३ s]b((])

(.01 ld 1100(.0! ld *1(

(.03 xf,7f]lns ILn u] s]-lh- !3*

(.0' $] 10'(0

(.0( $] !000

(.0+ $] 3100

(.0* $] '1"00

(.0" la/ld8 k]) ln 1+080 .j"L &*aGL

, lat &DaGL ./j"L

f:$kd, !( s]-FL-P- b]

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l&="*= l"#$% &#!'Ls] ljj(% +sO$c=j=

07२>07३ s]b((])

+1.0' E E!( s]-hL sItL !.(0

+1.0( dfn$fdf8

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l&="*= l"#$% &#!'Ls] ljj(% +sO$c=j=

07२>07३ s]b((])

+!.13 , 3an3 +8- 4ay s4itch phi"ips or e

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l&="*= l"#$% &#!'Ls] ljj(% +sO$c=j=

07२>07३ s]b((])

+!.'3 ain =B made of mi"d stee" sheet4ith connector fuse typeetc a"" comp"ete set 4*-(

+!.'' set '4*((

" 01!T%/N

+!.'( unit -(((

83 1luminium BindowsDoorPartition

+3.01

s

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l&="*= l"#$% &#!'Ls] ljj(% +sO$c=j=

07२>07३ s]b((])

+(.0!

'

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l&="*= l"#$% &#!'Ls] ljj(% +sO$c=j=

07२>07३ s]b((])

+*.!+ Compactor Hand To4ed ( , to / 9! ) k|lt )f 130+*.!* Tractor k|lt )f 300

+*.!" Trai"or k|lt )f 1'0

+*.! Truck 7 Tipper 0 t k|lt )f +"0

+*.30 Truck 7 Tipper 2 t k|lt )f (!(

+*.31 Truck 7 Tipper t k|lt )f '(0

+*.3! Dni Truck k|lt )f 31(

+*.33 Borin3 Ri3 (T>N#) k|lt )f 1!00

+*.3' Pi"e =river + Ton k|lt )f 3000

+*.3( Mibrator (Need"e) k|lt )f 100

+*.3+ Mibrator (#n3ine) k|lt )f 1!0

8; rkL$s] n! s*l1) l(H BA ]t

+".01 B#f,n]sf] lK 2*( $]-dL- 7foldG 30 $]-dL- Arf,4 k|lt uf]f +00

+".0! B#f,n]sf] lK 2( $]-dL- 7foldG 30 $]-dL- Arf,4 k|lt uf]f "00

+".03 B#f,n]sf] lK 2110 $]-dL- 7foldG 30 $]-dL- Arf,4 k|lt uf]f 1000

+.00 !eadymade !CC door> window and arc frames+.01 -lk- !!(

+.0! -lk- !!(

+.03 -lk- '(0

8 ljla

+.01 h k|lt s]-lh- 100+.0! al$,d k|lt s]-lh- 3!0

+.03 F]r k|lt s]-lh- 1"0

+.0' lof]$]:L k|lt s]-lh- 1'0

+.0( afhf k|lt s]-lh- 1!0

+.0+ $7f8 k|lt s]-lh- 1'0

+ 0* Ifnf] ss k|lt s]-lh- *00

arran3ement of necessary ho"es and safety p"ates a"" comp"ete

Readymade RCCventi"ation frame of section /E-*1E 4ith concrete mi desi3n of+;+;+ proporotion and - Nos of 1 mm diameter rebar inc"udin3 arran3ement ofnecessary ho"es and safety p"ates a"" comp"ete

inc"udin3 arran3ement of necessary ho"es and safety p"ates a"" comp"ete

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s#b(s] lsl +sO$

1*+(

! OofdL 8f,s] GG &&(3 OofdL $f5f0f GG &'(' $/kFf,h >]0fL l#lx8 GG &'(( $/kFfh 2 P$-Pn-l$- #f $f] $x4 4 GG &-(+ l"n . d]s8sn x]6k GG &'(* $#], x]6kEr]8d]8 GG &'(" ,n]=+Ll$o8 x]6kEnf,8 of8 GG &'( Qna x]6k GG &'(10 rflsbfG 8$,L 8fs]G a8 x]fn/ GG &'(11 l$l8o 6ofa +]l=8l$o8 GG &-(1!

h/l8o 6ofa +]l=8l$o8 GG &'(13 I#Lk 2 kf sfof,no $do 4 GG ''+1' x6sf $#fL rfns GG &++1( x]lF $#fL rfns GG +5(1+ $#fL x]6k '-(

Uk:b]xL lh6nfdf 9f-a- )&@.)& sf nu l8df,,0f $fdu|L /#f8Lsf]Oofnf b]+G d]lV8 tyf Aks0fsf] Ff"f sfdbfsf] Oofnf l85f,0fsf nu ldlt@)&@.`.@ ut] a$]sf] b]+ l85f,0f $ldltsf] a*ssf] l80f,o98/$f lh6nfFL nfu x/8] ul l8898/$fsf] b]+ sfod ulof] .

1=&=

c=j=072>073 s]

n b("sdL,G l$sdL,G 8sdL,G QnaG lrsfG k]:+Gl"n ldILG d]s8=VG ,n]=+LlVo8G Yo#o8hfnL a/::]f ldIL

k|lt olk|lt lb8

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N%m(er of (ri+s re$%ired for Bric+ Masonar,

-imne, (atta (ric+s

(ric+ sie as per normes Num/er +m3 4asta3e /G Tota% Num/er

((4 $*) 2 mm3 *&**$3)44 m3

a,, $*mm mortar(34 $$) 1 mm3 *&**$)2* m3 24* ( 21

Actua% S!?e a96

((2 $$* 1* mm3 *&**$4)2

a,, $*mm mortar

(32 $(* * mm3 *&**$4 2*1 (2&3 23$&3

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Inc% =a#ta6e# A# 'er norme#

Ch!mney Mach!ne

21* 23*

ta"e 23*

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2 coat Bmulsion painting+kille& m.&. !$.000 6$0.00 1$0.00

;nskille& m.&. !0.000 4'0.00 4'00.00

a( in ceiling ?rimer 3it -.!0 0.00 ?lastic Bmulsion kg !6.00 400.00 6400.00

It&7 N" p&r +ub:Total 204$0.00

$ $## s"7" Contract Rate +*+ -,+1*

@orms:!'7$(Unit Rat& p&r s"7" !#5"#

! cat E7u*sin painting in c&i*ing

2 coat Bmulsion painting+kille& m.&. !2.000 6$0.00 1-00.00

;nskille& m.&. -.000 4'0.00 '440.00 a( in wall ?rimer 3it -.!0 0.00

?lastic Bmulsion kg !6.00 400.00 6400.00


$ $## s"7" Contract Rate +*+ --02*

@orms:!'7$(Unit Rat& p&r s"7" $;"5#

! cat E7u*sin painting in %a**

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!ate Unit Bei;ht of %DP0 Pi$es

57O -1-*1,

Rate7k3

--0*

W6%nit 4ei3ht of pipe per meter

+2 *.- -*.0

- *+,/ ,*

- *-- /2*2

,- *--2 +*, *,,/ 12*+

/ *-+ 1*-, *, 1.*0 *+/ ++1*+.

*,10 02*+0 */- +-,*0 *1.2 +0+*/.

2, *0 +,,*,0 *0 +.,*0 +*-2. -0.*,,

1 *0/2 +.-*0. +*+.+ -1+* +*10- /2*,

. +*-- -10*+2 +*1+ ,.+*- -*20 0*

++ +*1, ,00*-0 -*// .*+ ,*0+ 022*2,

+- +*, ,/0*0/ -*-0. -+*0. ,*-., 1*0 /*.2- ++,+*,/

+/ +*0.1 /,-*- -*.+ 22+*/, /*+ ./2*- 2*-. +/+*2

+2 -*/, .*-0 ,*11, 02*-/ *, +--*./ 0*1. +0/-*+

+0 ,*+/0 1+1*1/ /*12- +0*1/ 2*0 +*/ +*-2 -,,0*,1

- ,*01 00,* *0. +,/-*.- 0*,.+ +.+,*+ +-*2- -011*,2

-- /*0-- +..*/- 1*// +2.1*/2 +*// -//*, +2*+/ ,2+*+.

- 2*+- +,1*1/ .*+01 -./*2/ +,*/+ -.1,*, +.*11 //*2

-0 1*/1+ +1,*,. ++*/ -2++*1/ +2*,-1 ,1--*2 -/*10 2,,*/-

,+ .*/+1 -+/1*0 +/*0 ,,1*0- -*2./ /1+0*-, ,+*+2 1+/*/0

=i6 √=

o-F+,-1*21/W mm

=i6Dnner diameter of pipe in mm

=o6>uter diameter of pipe in mm

Outer Dia)in mm"

Unit Bei;htk;m)"

!ate with out?at and

trans$ortation"

Unit Bei;htk;m)"


trans$ortation"

Unit Bei;htk;m)"


trans$ortation"

Unit Bei;htk;m)"


trans$ortation"

.)+ k;cm. & k;cm. * k;cm. 4( k;cm.

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orin8 TubF5Fll y =lud8Fr Fthod

District De#elopment Committee District Technical "ffice %upan&ehi skille& 6$0.00

6orFs I 5s 8uidFlinF

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मम हफयत

1 ! 3 ' ( + * " 10 11 1! 13 1' 1(

+ मट# *# +/ - -* /*+/ * *-+ *-/ *-.0 *,// *,02 *// *--+

- $ - *. म रम +/ , -*2. /*/0 *,0 *-/ *-/2 *-0. *,,- *,1 */, *-+/

, ग र/ 01 मम 2 +2 - -*,/ ,*. /*2. *--+ *-21 *,+, *,1 */2 */2 *-,-

/ ह!3 हग 01 मम 2 +/ , -*1. /*2 /*0 *--+ *-21 *,+, *,1 */2 */2 *-,-

ट # 4 5ग 01 मम 2 +2 , -*// /*2 /*01 *-/ *-/2 *-0. *,,- *,1 */, *-+/

2

ट # 4 5ग 01 मम 2 +/ / -*0. /*0, *1. *--+ *-21 *,+, *,2 */2 */2 *-,-1 ईट# ट र + , /* 2*1 0*+ *--+ *-21 *,+, *,2 */2 */2 *-,-

0 4 5ग #ह5ग $#ल%र -/ / +*1 -*.- ,* *--+ *-21 *,+, *,1 */2 */2 *-,-

. 4 5ग *# -/ +*00 ,*+, ,*12 *--+ *-21 *,+, *,1 */2 */2 *-,-

+ ईट - -/ *--+ *-21 *,+, *,1 */2 */2 *-,-

++ हम 6ट फम 2

+- ह$ट हम

+, 4 5ग# 7

+/

+ हह प2प

+2 + 8 , 2 *+20 *-, *-,0 *-1/ *,2 *, *+12

ह . 3. /र . ह . प रहत

9 . म ./#2%

प रहत!त

ह ट र:दर प रहत हट रप 4 - ग( पर घ #% अ#%2 !" रक

; म* ट * ट र < म* ट * ट र = म* ट * ट र पह# > ह * म * पह# ?

ह * म * पह# ;

ह * म * पह# 0

ह * म * पह# <

ह * म *

प@+A ह * म * पहB प रहत >

ह * म *

ट र# C2ह%

9Dट

प E क स % क ल 2 य @ ह द 2 F क # G य E ट र $ म # ह ज म र क H +

स % क ल

2 > * <

ग ण $ 4 )

+- 3 Iय

> 9 * म

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Bldg Rates 72-73

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Transcript of Bldg Rates 72-73