Design considerations Kalsan II.xls

7/25/2019 Design considerations Kalsan II.xls

1/17

DETAIL OF MAN-DAYS FOR COST ESTIMATION

Sr. No. Description Unit Measure

Man-days

Si!!ed unsi!!ed

1 Excavation

a- ordinary soil per cft - 0.022b- gravelly soil per cft - 0.016

c- Boulder mix soil per cft - 0.031

2 P

!1"2"#$ per cft 0.031 0.113

!1"#"%$ per cft 0.031 0.113

3 & !1"2"#$ per cft 0.0#' 0.0()

# *tone +asonry per cft 0.0# 0.0(

) Plaster per sft 0.013 0.02

6 Pointing per sft 0.01% 0.02%

' *teel ,or for & per g - 0.01% *ingle ,or per cft - 0.01)

( entring and suttering for & ,or per cft 0.02 0.01


2/17


3/17

/*

&*-+ansera 2#

Drinin" #ater Supp!y Sc$e%e& 'ALSAN-II U(C SAC)AN STAND *OST +,. / ,.

Description

Detai! o2 3uantities Detai! o2 Materia!s

3uantity Unit

1 Excavation !gravelly soil$

Pad #.)0 #.)0 1.00 1.00 20.2) ft

stand post 0.') 0.#2 1.00 1.00 0.32 ft

dispose off drain ).#1 1.00 1.00 1.00 ).#1 ft

otal 0.56 C2t

2 *ingle bed

Pad #.)0 #.)0 0.33 1.00 6.6% ft

stand post 0.') 0.#2 0.33 1.00 0.10 ft

dispose off drain ).#1 1.00 0.33 1.00 1.'( ft

otal 6.7 C2t

3 P7 P !1"#"%$

Pad #.)0 #.)0 0.33 1.00 6.6% ft

stand post 0.') 0.#2 0.33 1.00 0.10 ft

dispose off drain ).#1 1.00 0.33 1.00 1.'( ft

otal 6.7 C2t 0.(0 #.)0 (.00

# P7 P !1"2"#$

Pad #.00 #.00 0.33 1.00 ).2% ft

stand post 0.') 0.') 3.#2 1.00 1.(2 ft

dispose off drain 6.00 1.00 0.)% 1.00 3.#% ft

pad boundary pro8ection 7ond side #.)0 0.2) 0.)% 2.00 1.31 ft

*ort sides !stand post side$ 3.2) 0.2) 0.#% 1.00 0.3( ft

!9rain side$ 3.00 0.2) 0.#% 1.00 0.36 ft

*eat pad 1.00 1.00 0.)0 1.00 0.)0 ft

otal ,8.09 C2t

deduct for drain flo, 6.00 0.33 0.33 1.00 0.6) ft

et otal ,0.5 C2t 2.60 6.)0 13.00

) :; Pipe 12 < dia ,:.:: R2t

6 :; *ocet 12< dia , No.

' :; Elbo, 12 < dia 0 No.

% Brass tap 12< , No.

3uantities 2or , Stand *ost 8.: ,,.:: 00.::

Su4)ead

NoLen"t$

in 2t


4/17

/*

&*-+ansera 2#

3uantities 2or ; Stand *osts 0,.:


5/17

/*

&*-+ansera 23

Drinin" #ater Supp!y Sc$e%e& 'ALSAN-II U(C SAC)AN ?AL?E C)AM


6/17

/*

&*-+nasera 20

Drinin" #ater Supp!y Sc$e%e& 'ALSAN- II U(C SAC)AN SOURCE TAN' +9 / 9/

Description

Detai! o2 3uantities De

3uantity Unit

1 Excavation !in ard soil$ '.00 '.00 1.)0 1.00 78.: C2t

2 P7 P !1"#"%$ as in =oundation '.00 '.00 0.)0 1.00 09.: C2t 2.)0 12.)0 2).00

3 *tone +asonry in !1"3$ *+

7ong /all '.00 1.)0 3.)0 2.00 '3.)0 ft

*ort /all 2.00 #.00 3.)0 2.00 )6.00 ft

otal ,05.: ft

30> !1"3$ *+ 86.6 C2t 10.6' #0.00

*tone 5:.; C2t

# P7 P !1"2"#$ as in Bed #.00 #.00 0.2) 1.00 #.00 ft 0.)0 2.)0 ).00

) @ertical &einforcement in ,alls

!A# 12< cc all around$ '.)0 20.00 9.: "

6 P7 Plaster 3#< tic in !1"3$ *+ #.00 - 3.)0 #.00 ;.:: S2t 0.(3 3.)0

' P7 Pointing 3#< in !1"2$ *+ '.00 - 2.2) #.00 ;8.:: S2t 0.16 0.3(

%.1 P7 & !1"2"#$ as in *lab '.)6 '.)0 0.33 1.00 ,6.7, C2t #.00 10.00 20.00

9ecuction for man ole cover 2.00 2.00 0.33 1.00 1.32 ft

et otal ,7.85 C2t

%.2 *teel

!A3 6< cc as main steel$ '.)6 1).00 1(.30 g

!A3 (< cc as temp. steel$ '.)0 10.00 12.%0 g

otal 80.,: "

( entring and suttring '.)6 '.)0 0.33 1.00 ,6.7, C2t

10 Binding ,ire 0.88 "11 :; strainer 2< dia 8.:: R2t

12 :; ver flo, pipe 1.)< dia ;.:: R2t

13 :; ,as out pipe 1< dia .:: R2t

1# :; Plug 1< ,.:: No

1) *teel +an ole cover !2?x2?$ 2.00 2.00 9.:: S2t

3uantities 2or , Source Tan ,6.7; ;6.65 :.::

Su4)ead

NoLen"t$

in 2t


7/17

/* perational eam

&*- +ansera 1'Engr. mir 4amal 5ures

Drinin" #ater Supp!y Sc$e%e& 'ALSAN-II U(C SAC)ANROOF SLA< DESI=N +,:: =a!!on Tan1

compressive strengt of concreteC 3 si L

Dield *trengt of steel )0 si

+ax. steel ratio 0.021 #

*pecific ,eigt of P 0.1) cft

*pecific ,eigt of steel #(0 lbcft

7ong span C 7 C 10 ft

*ort span C/C 10 ft

/all ticnessC 1.) ft

Desi"n dept$ o2 s!a4B e22ecti>e dept$s and desi"n e22ecti>e !en"t$s

C!ear !en"t$s Le +2t1

a!on" L a!on" #

+,1 +01 +,1 +01

6.) 6.) #0 2.6' 9 2.) 3 1.) % 6.'1 % 6.') 6 6

U!ti%ate Load and u!ti%ate %o%ent

a!on" L a!on" #

0.33 0.0#() :.:;58 9.99 9.99

Desi"n Stee! Areas per , 2t span o2 s!a4 +4,01

0.002b C 0.0(6 s.in

A!on" S$ort span +%ain stee!1 d 8 in

bd C 0.'#2 s.in

Re%ars

0.0(6 0.16 0.0% 2.(2 ,0.;, :reater tan +uC#.## -in *roposed

A!on" Lon" span +trans>erse stee!1 d 0. in

bd C 0.61% s.in

Re%ars

0.0(6 0.16 0.0% 2.#2 ,:.9 :reater tan +uC#.## -in *roposed

Re4ar sies and spacin"s

A!on" S$ort span +%ain stee!1 # ,: 2t


8/17

*

SAY 7 "


9/17

/*

&*-+ansera 2122

Drinin" #ater Supp!y Sc$e%e& 'ALSAN- II U(C SAC)AN STORA=E TAN'& ,

Description

Detai! o2 3uantities

3uantity Unit

1

7ong /all 10.6' 2 1 2 #2.6% ft

*ort /all 6.6' 2 1 2 26.6% ft

Plintpron 10.1' 3 0.) 1 1).26 ft

single bed 6.' 6.1 0.) 1 20.## ft

otal ,:.: C2t

2 *ingle as in Bed 6.6' 6.6' 0.) 1 00.09 C2t

3 P7 P !1"#"%$ as in =oundation

7ong /all 10.6' 2 0.) 2 21.3# ft

*ort /all 6.6' 2 0.) 2 13.3# ft

Plintpron 10.1' 3 0.) 1 1).26 ft

Bed '.1' '.1' 0.) 1 2).'0 ft

otal 7.;9 C2t '.)0 3'.)

# P7 P !1"2"#$ as in Bed '.1' '.1' 0.2) 1 ,0.6 C2t 2.60 6.)

) &ing Beam !1%


10/17

/*

&*-+ansera 2122

Description

Detai! o2 3uantities

3uantity Unit

Su4)ead

NoLen"t$

in 2t


11/17

/*

&*-+ansera 1(

)ydrau!ic State%ent o2 D#SS 'a!san 0

S.NO Na%e o2 Line Sector Hone

)yd

U(En

Supp!y Main

1 *1--/* #200 ll ll 2)' 2.1# 0.') 1.)1 2(.10 122.22 )')

Distri4ution Net#or

1 /*--1 100 1 1 10% 1.3) 0.') 1.20 1(.30 1.(3 )))

2 1--2 20 1 1 2% 0.3) 0.) 0.)3 ).%2 0.12 )))6

3 1--3 22)0 1 1 %1 1.01 0.) 1.03 21.00 #'.2) )))6

# /*--# 20 2 1 10% 1.3) 0.') 0.(0 11.30 0.23 )))

) #--) 320 2 1 1# 0.1% 0.) 0.)3 ).%2 1.%6 )))'

6 #--6 %00 2 1 () 1.1( 0.') 0.(0 11.30 (.0# ))))

' 6--' )00 2 1 20 0.2) 0.) 1.0) 21.00 10.)0 ))#6

% 6--% )00 2 1 %1 1.01 0.') 0.(0 11.30 ).6) ))#6

( *2--( #00 3 1 #1 0.)1 0.) 0.)2 ).%0 2.32 ))#

*eain" Factor ,.

Len"t$ o2pipe in

2t

*roected*opo!ation

+persons1

Desi"n 3 inUS =AL

*roposed diao2 =.I pipe in

inc$es

?e!ocity in

2t(sec

)eadLoss per,::: 2t

Tota!)eadLosss


12/17

/*

&*-+ansera 1(

Re%ars

Proposed

Proposed

Proposed

Proposed

Proposed

Proposed

Proposed

Proposed

Proposed

Proposed


13/17

/* perational eam

&*-+ansera 1)16 Engr. mir 4amal 5uresi

DRIN'IN= #ATER SU**LY SC)EME 'ALSAN-II U(C SAC)AN

DESI=N CRITERIA

DESI=N *ERIOD

9esign Period C 20 years

DESI=N *O*ULATION

o. of personsH.H for present population C '.)9esign gro,t rate C 3>

9esign gro,t rate factor :.&.= C 1.%

SECTOR NO. ,

Sr. @ Hone Na%e =.R.F

1 JE 1 % '.) 60 1.% 10%

0 0

TOTAL ;: ,:6

SECTOR NO. 0


1 JE 2 % '.) 60 1.% 10%

TOTAL ;: ,:6

SECTOR NO. 8


1 JE 3 3 '.) 23 1.% #1

7 9,

7 9E*;: PPK7; C 2)' Persons

DESI=N #ATER DEMAND

/ater reuirement of design population 10 gpcd C 2)'0 :P9 !;mp$

2.1# :P+ !K*$

Additiona! ater reuire%ent

, Sc$oo!s NO. @ students in 0::;

1 20 36 1% #)

TOTAL 9

, Mosues NO. *opu!ation in 0:0;

1 2)' 2).' ''.1

@ o2).)s

persons().)

*resent popu!ation+Ju!y 0::;1

*ersons

Desi"npopu!ation+Ju!y 0:0;1

*ersons

@ o2).)s

persons().)


*ersons


*ersons

@ o2).)s

persons().)


*ersons


*ersons

@ students in0:0;

tain" $a!2 asoutsiders

Dai!y re. G 0."pcd =*D +I%p1

@ attendin"%osues +,:K1

Dai!y re. G 8"pcd =*D +I%p1


14/17

/* perational eam

&*-+ansera 1)16 Engr. mir 4amal 5uresi

TOTAL 77.,

0 Ani%a!s

Lar"e ani%a!s No. @ in 0::;

( 1# 16%

S%a!! ani%a!s No. @ in 0::;

2 3 ,6

otal addit ional ,ater reuirements C 231 :P9 !;mp$

0.1( :P+ !K*$

Desi"n #ater De%and o2 co%%unity 0.88 =*M +US1

FLO#S AND CONSUM*TIONS

*afe Dield of source!s$ C 8.,7 =*M +US1O'

9esign ,ater consumption C 0.88 =*M +US1

MAIN STORA=E TAN' CA*ACITY

9esign ,ater consumption of community C 2.33 :P+ !K*$

33)) :P9 !K*$

otal ,ater storage per day C 33)) :77* !K*$

aing alf day storageG

9esign capacity of tan C ,;76 =ALLONS +US1

*RO*OSED MAIN STORA=E TAN' ,:: =ALLONS +US1 CA*ACITY

@ in0:0;

reuire%ent G,0 =*D +I%p1

@ in0:0;

reuire%ent G ;

=*D +I%p1


15/17

/* perational eam

&*-+ansera 1# mir 4amal 5uresi


TRANS*ORTATION COST

TRANS*ORTATION COST U* TO NEAREST ROAD SITE ; K o2 Tota! Cost

Sr.@ Ite% Description Unit Transp. Rate +*'R1 Re%ars

1 ement (( Bags ') per bag '#2) 123.%

2 *and 3)( cft 0 per cft 0 0 ,ill be arranged locally

3 :ravel #)2 cft 2) per cft 11300 1%%.3 from ;crian by trolly# *ingle '# cft 2) per cft 1%)0 30.% from ;crian by trolly

) *teel L Binding ,ire 6#( g ) per g 32#) )#.1

6 *tone 310 cft 2) per cft '')0 12(.2 from *acan by trolly

' Pipe materials 1 7* ))00 per 8ob ))00 (1.'

% *teel manole cover 3 o. 1)0 per o. #)0 '.)

TOTAL 870: ;0.88

TRANS*ORTATION COST OF JEE*A


16/17

/* perational eam

&*-+ansera 2) Engr. mir 4amal 5uresi

DRIN'IN= #ATER SU*LLY SC)EME 'ALSAN-II U(C SAC)AN

FITTIN=S AND FI/TURES DETAILNE# INSTALLATION

Ite% Description

SU**LY MAIN1 *ocets 3#< #200 # 16% 1(3 1' 32%#

21 2 #) (0

3 Knions 3#< #200 1 #2 #% )6 2'0)# Ball valve 3#< 2 3 20# 612) :; Elbo,s 3#< ! (0 deg$ 2 3 21 636 :; Elbo,s 1.)< ! (0 deg$ 2 3 62 1%6

' :; 2DISTRI

2 :; Elbo,s 0.)

3 *ocets 12< 6 1 6 % 13 10#

# Brass aps 12< 6 1 6 % %) 6%0

TOTAL COST FOR FITTIN=S AND FI/TURES ,9B6;7

ACCESSORIES DETAIL

Ite% Description Location 3uantity unit Tota! Cost +*'R1

1 :; strainer 2< dia source tan 3 &=t 132.6) 856

2 :; ver flo, pipe 1.)< dia source tan 6 &=t (3.( ;8

3 :; ,as out pipe 1< dia source tan ) &=t 62.3) 8,0

:; Plug 1< 1 o. 30 8:

# :; ver flo, pipe 1.)< dia main tan 12 &=t (3.( ,,07

) :; ,as out pipe 1.)< dia main tan 6 &=t (3.( ;8

6 :; Plug 1.)

Tota! Cost+*'R1

Sr@

Unitcost

+*'R1

,as outsource tan

,as out maintan

*teel +an ole cover!2?x2?$

*ource tanGmain tan

*teel +an ole cover!1.)?x1.)?$


17/17

/* perational eam


SUMMARY OF O?ER ALL *ROJECT COST

MATERIAL COST

Sr.@ Ite% Description 3uantity Unit

Re%ars

A CI?IL #OR'S1 ement (( Bags 3'0 36630 610.)

2 *and 3)( cft 0 0

3 :ravel #)2 cft 0 0

# *ingle '# cft 0 0

) *tone 310 cft 0 0

6 *teel 632 g #% 30336 )0).6

' *teel Binding ,ire 1' g #% %16 13.6

SU< TOTAL - A ;7B760 ,B,8:

< *I*E #OR'S

1 *upply main

3#< dia 3(00 &ft #2.( 16'310 2'%(

2 9istribution mains3#< dia 1#20 &ft #2.( 60(1% 101)

12< dia '(0 &ft 32.') 2)%'3 #31

3 1 7.*. 1#%6' 1#G%6' 2#%

# ccessories !as per detail$ 1 7.*. 112%% #G(23 %2

SU< TOTAL- < 078B650 9B;

SU< TOTAL MATERIAL COST 89,B;79 B;5

TRANS*ORTATION COST

Sr.@ Ite% Description1 ement '#2) 0 0 #()0 123') 206

2 *and 0 0 0 1'()0 1'()0 2((

3 :ravel 11300 0 0 22600 33(00 )6)

# *ingle 1%)0 0 0 3'00 )))0 (3

) *teel L Binding ,ire 3#00 0 0 3#00 6%00 113

6 *tone '')0 0 0 1))00 232)0 3%%

' Pipe materials etc ))00 0 0 )000 10)00 1')

% steel manole covers #)0 0 0 2#0 6(0 12

SU< TOTAL TRANS*ORTATION COST ,,,B:, ,B6,

LA

Documents

Design considerations Kalsan II.xls