working on quantity civil works-15!3!2006

8/18/2019 Working on Quantity Civil Works-15!3!2006

1/83

CONSTRUCTION OF

CIVIL WORKS - BUILDING

CIVIL WORKS Engineer's Estimate

ITEM DESCRIPTION UNIT T!"

NO"

#a$ #%$ #&$ #$ #e$ #($

SECTION - )

E)RT*WORKS

Re(" S+e&" N," ..

CA-A-01 Excavation in all kinds of soil/materia Cft 87000 6.00 522,000.00

CA-A-02Cft 87000 5.00 !5,000.00

CA-A-0!Cft 5000 15.00 75,000.00

SECTION - B

TERMITE CONTROL TRE)TMENT

Re(" S+e&" N," /..

CA-"-01#ft 1$500 10.00 1$5,000.00

SECTION - C

ISL)M)B)D STOCK E0C*)NGE TOWERS1INN)* )VENUE2 ISL)M)B)D

UNITR)TE

#Rs"$

TOT)L)MOUNT

#Rs"$

%rovidin&, fa'ricatin&, fixin& and a((l)in&

in an) floor and at an) *ei&*t or +(to an)

de(t* exce(t *ere ot*erise stated in t*e

s(ecific item of t*e "ill of +antities

incl+din& all material, la'o+r (lant for

t*e folloin& items com(lete in all res(ects

as (er drain&s, a((roved s*o( drain&s

mock-+( sam(les, ec*nical

s(ecifications, iscellaneo+s details and

instr+ctions of t*e En&ineer, etc. com(lete

as directed.

P)RT )3 .'-.4 OF BUILDING 5BELOW

ill 'ack fill it* s+ita'le a((rovedselected material

#and fillin& incl+din& levelin&, aterin& andcom(ectin& *ere ever re+ired

ermite (roofin& incl+din& ood orkt*erein it* a((roved c*emicals.


2/83

REINFORCEMENT

Re(" S+e&" N," 66..

CA-C-01

.on 800 65,61.00 52,$1,200.00

SECTION - D

PL)IN )ND REINFORCED CONCRETE

Re(" S+e&" N," 6..2 67..

CA-3-01

Cft 1200 25$.00 !,677,800.00

CA-3-02

Cft 22150 211.00 ,67!,650.00

CA-3-0!

Cft 1650 2!8.00 !,$15,100.00

CA-3-0

Cft 1250 2!2.00 2,888,00.00

CA-3-05

Cft $6$00 1$1.00 18,507,$00.00

CA-3-06

Cft 1!00 25.00 !18,500.00

CA-3-07

Cft 560 1$7.00 1,075,620.00

CA-3-08

Cft !525 1$2.00 676,800.00

CA-3-0$

Cft 1000 212.00 212,000.00

SECTION - E

#+((l) and fix *i&* stren&t* steel

deformed 'ars &rade 60 incl+din& c+ttin&,'endin&, 'indin& and (lacin& reinforcement

in (osition.

%rovidin& and la)in& reinforced cementconcrete C8ass ')6' in 4alls incl+din&s(ecified formork.

%rovidin& and la)in& reinforced cement

concrete C8ass 'B' in 4alls incl+din&s(ecified formork.

%rovidin& and la)in& reinforced concreteC8ass ')' in col+mn incl+din& #(ecifiedformork.

%rovidin& and la)in& reinforced concreteC8ass ')6 in sla's incl+din& s(ecifiedformork.

%rovidin& and la)in& reinforced concrete

C8ass 'B in sla's incl+din& s(ecifiedformork.

%rovidin& and la)in& reinforced concreteC8ass ')6 in "eams incl+din& s(ecifiedformork.

%rovidin& and la)in& reinforced concreteC8ass 'B in "eams incl+din& s(ecifiedformork.


C8ass 'B in am(s and 'eams incl+din&s(ecified formork.

%rovidin& and la)in& reinforced concreteC8ass 'B in #tairs incl+din& s(ecifiedformork.


3/83

M)SONR! WORK

Re(" S+e&" N," 9.. 5 96..

CA-E-01

Cft 5560 10.00 778,00.00

SECTION - F

CEMENT PL)STER

Re(" S+e&" N," /:6

CA--01

#ft 221!00 1.00 !,0$8,200.00

CA--02

#ft 2000 1!.00 26,000.00

SECTION - G

C)RPENTR! )ND 1OINER!

Re(" S+e&" N," 9/..2 /6:.2 /;..

CA--01

3-1 #ft -

3-2 #ft 1 720.00 10!,680.00

SECTION - I

STRUCTUR)L STEEL WORKS

Re(" S+e&" N," 7...2 /;..

einforced ollo 'lock masonr) in all 89

:200 mm; t*ick laid and ac+re (olis*in& to ooden

s+rfaces of t*e folloin& desi&n t)(es,

com(lete in all res(ects as (er a((roved

s*o( drain&s and mock-+( sam(le.


4/83

CA-?-01

ft 177 500.00 88,500.00

CA-?-02

ft 212 50.00 $5,00.00

CA-?-0!

ft 2050 150.00 !07,500.00

CA-?-0

#ft 168 2,000.00 !!6,000.00

CA-?-05

#ft 70 250.00 117,500.00

CA-?-06

#ft 2$0 280.00 81,200.00

#tair *and railin&, floor mo+nted

com(risin& 19 @ 19 .#. 'ar 'al+sters on

eac* ste(, mild steel section encased it*

!9 @ 29 teak ood to( rail incl+din& c+ttin&,

'endin&, eldin&, &rindin& em'eddin& in

floor/ste(s +sin& # (i(e sleves etc,incl+din& (aintin& on 'al+sters and lac+re

(olis*in& on to( rail com(lete in all

res(ects as (er a((roved s*o( drain&

mock-+( sam(le.

#tair *and railin&, floor mo+ntedcom(risin& stainless steel (i(e, 1/29 dia(i(e 'al+ster and 19 dia ! nos of (i(e*oriontal and 29 dia (i(e on to( railincl+din& c+ttin&, 'endin&, eldin&,&rindin& em'eddin& in all +sin& # (i(e

sleves etc, com(lete in all res(ects as (era((roved s*o( drain& mock-+(sam(le.

Corner ed&e &+ard to 'asement clo+mns

com(risin& .# an&les !9@!9@1/9 +(to !

*i&*t incl+din& em'eddin& (aintin& etc.com(lete.

%rovidin& and fixin& 29 t*ick one *o+r fireresistant doors, B> listed fa'ricated from16#4 # s*eet and t*e core filled it**eav) densit) foam in-dro(, *old fast

and (aintin& com(lete as (er a((roved

drain&s.


5/83

CA-?-07on 0.5 65,000.00 !2,500.00

SECTION - 1

W)TER PROOFINGRe(" S+e&" N," /9

CA--01

#ft 2$800 70.00 2,086,000.00

SECTION - L

FLOOR 5 W)LL FINIS*ES

Re(" S+e&" N," /:72 //..

CA->-01

#ft $860 1!5.00 6,7!1,100.00

CA->-02

Cft 8000 !0.00 2,520,000.00

CA->-0!

#ft 7!50 71.00 521,850.00

CA->-0

#ft 1!70 500.00 685,000.00

#teel Em'edded %arts s+c* as to(sidesteel (lates etc.

4ater (roofin& treatment of RetainingWa88s, com(risin&=

i; !/9 t*ick cement (laster mixed it*a((roved ater (roofin& a&ent

ii; 2 coats of C flexocrete to concretes+rfaces it* 0.75 mm minim+m t*icknessof eac* coat

iii; -1/29 t*ick 'rick masonr) it* 1=

cement sand martor

%rovidin& and la)in& 159 t*ick Class C

reincorced concrete floorin&,laid in (anels.

%rovidin& and la)in& 29 t*ick Class C(lain concrete floorin&,laid in (anels it*

mar'le divider stri(s.

%rovidin& and la)in& errao tiles :129 x

129 x 19 t*ick minim+m; in *ite cement on

floors laid and set in cement mortar :1=2;

and


6/83

CA->-05

#ft 510 275.00 10,250.00

CA->-06

#ft !00 250.00 75,000.00

CA->-07

#ft 5600 110.00 616,000.00

CA->-08

#ft 050 75.00 !0!,750.00

SECTION - M

P)INTING

Re(" S+e&" N," /;..

CA--01 #ft 8500 15.00 1,267,500.00

CA--02#ft 1!6000 1.00 1,$0,000.00

CA--0!#ft !500 15.00 52,500.00

CA--0#ft 250 0.00 170,000.00

SUB TOT)L #P)R-)$ 2ine markin& it* reflective C (aint in'asement (arkin&s

P)RT B3 )BOVE =.'-.4 5 UPTO96'-.4 OF BUILDING


7/83

C"-C-01

.on 671 66,0!.00 ,!08,81.00

SECTION - DPL)IN )ND REINFORCED CONCRETE

Re(" S+e&" N," 6..2 67..

C"-3-01

Cft 15$70 218.00 !,81,60.00

C"-3-02

Cft 1$50 261.00 5,076,50.00

C"-3-0!

Cft 8!510 1$7.00 16,51,70.00

C"-3-0

Cft 1110 208.00 2,$!,880.00

C"-3-05

Cft 1550 220.00 !1,000.00

C"-3-06

Cft 1150 15.00 77,250.00

C"-3-07

Cft 1820 210.00 !82,200.00

SECTION - E

BRICK M)SONR!

Re(" S+e&" N," 9.. 5 96..

C"-E-01

Cft 18000 150.00 2,700,000.00


deformed 'ars &rade 60 incl+din& c+ttin&,

'endin&, 'indin& and (lacin& reinforcement

in (osition.

%rovidin& and la)in& reinforced cementconcrete C8ass 'B' in 4alls incl+din&s(ecified formork.


%rovidin& and la)in& reinforced concreteC8ass 'B in sla's incl+din& s(ecifiedformork.



%rovidin& and la)in& reinforced concreteC8ass 'B in ins and (ara(ets incl+din&s(ecified formork.

%rovidin& and la)in& farefaced reinforcedconcrete C8ass 'B in 'o+ndar) allincl+din& s(ecified formork.

einforced oll 'lock masonr) in all 89:200 mm; t*ick laid and


8/83

C"-E-02

Cft 210 155.00 !7!,550.00

C"-E-0!

Cft 280 165.00 6,200.00

SECTION - F

CEMENT PL)STER

Re(" S+e&" N," /:6

C"--01#ft 1!$$00 15.00 2,0$8,500.00

C"--02

#ft 2000 17.00 71,000.00

SECTION - G


Re(" S+e&" N," 9/..2 /6:.2 /;..

C"--01

3-1 #ft 20 720.00 !02,00.00

3-2 #ft 720 720.00 518,00.00

SECTION - I


Re(" S+e&" N," 7...2 /;..

einforced oll 'lock masonr) in all 69

:150 mm; t*ick laid and


9/83

C"-?-01

ft 20 500.00 120,000.00

C"-?-02

ft 610 50.00 27,500.00

C"-?-0

#ft 6!0 250.00 157,500.00

C"-?-0

#ft 2$0 280.00 81,200.00

C"-?-05

#ft 168 2,000.00 !!6,000.00

C"-?-06on 0.5 67,000.00 !!,500.00

SECTION - K

F)LSE CEILING






floor/ste(s +sin& # (i(e sleves etc,incl+din& (aintin& on 'al+sters and lac+re



mock-+( sam(le.



.# fence for t*e 'o+ndar) all com(risin&!/9 .# s+are 'ars D 69 c/c and 1/29'ars for desi&n incl+din& (aintin& etccom(lete in all res(ects as (er a((roveds*o( drain& mock-+( sam(le.

.# &ate for t*e 'o+ndar) all com(risin&

!/9 .# s+are 'ars D 69 c/c and 1/29'ars for desi&n incl+din& 12 #4 .#

(late elded on 'ot* side, >-dro(, *old fast

and (aintin& com(lete as (er a((roved

drain&s.

%rovidin& and fixin& 29 t*ick one *o+r fireresistant doors, B> listed fa'ricated from16#4 # s*eet and t*e core filled it**eav) densit) foam in


10/83

Re(" S+e&" N," /:/.

C"-F-01

#ft 1820 250.00 55,000.00

C"-F-02

#ft 82$00 220.00 18,2!8,000.00

SECTION - L


Re(" S+e&" N," /:72 //..

C"->-01

#ft 77770 2$8.00 2!,175,60.00

C"->-02

#ft 1100 !10.00 !1,000.00

C"->-0!

#ft 2860 75.00 21,500.00

Al+mini+m false celin& 2 @ 2 (erforated

it* diff+sion mem'rane ') 3A%A

:3enmark; reveal t)(e, it* man+fact+rer

recommended ad


11/83

C"->-0

#ft 18800 $26.00 17,08,800.00

C"->-05

#ft 1!00 50.00 655,200.00

C"->-06

#ft 1815 258.00 68,270.00

C"->-07

#ft 2120 285.00 60,200.00

C"->-08

#ft 260 255.00 66,!00.00

C"->-0$

#ft 2$0 277.00 80,!!0.00

C"->-10

#ft 550 20.00 1,!2$,600.00

%rovidin& and la)in& !/9 minim+m t*ick

&ranite tiles on floors, laid over 1-1/9 t*ick

1=2 cement sand mortar,


12/83

C"->-11

#ft 150 750.00 1,087,500.00

C"->-12

#ft 11115 110.00 1,222,650.00

SECTION - M

P)INTING

Re(" S+e&" N," /;..

C"--01#ft 122650 16.00 1,$62,00.00

C"--02#ft 17250 15.00 258,750.00

C"--0!#ft !500 16.00 56,000.00

C"--0#ft 80 0.00 1$,200.00

SUB TOT)L #P)RT-B$ 9


13/83

CC-3-02

Cft 11570 255.00 2,$50,!50.00

CC-3-0!

Cft 5010 211.00 $,$7,110.00

CC-3-05

Cft 8620 2!$.00 2,060,180.00

CC-3-06

Cft 1020 226.00 2!0,520.00

SECTION - E

BRICK M)SONR!

Re(" S+e&" N," 9.. 5 96..

CC-E-01

Cft 12220 155.00 1,8$,100.00

CC-E-02

Cft 650 160.00 1,0!2,000.00

CC-E-0!

Cft 270 170.00 5,$00.00

SECTION - F

CEMENT PL)STER

Re(" S+e&" N," /:6

CC--01#ft 10!870 17.00 1,765,7$0.00

CC--02#ft 15$00 1$.00 !02,100.00

SECTION - G


Re(" S+e&" N," 9/..2 /6:.2 /;..








14/83

CC--01

3-1 #ft 20 720.00 !02,00.00

3-2 #ft $!6 720.00 67!,$20.00

SECTION - I


Re(" S+e&" N," 7...2 /;..

CC-?-01

ft 180 500.00 $0,000.00

CC-?-02

ft $0 50.00 0,500.00

4ooden fl+s* doors it*/it*o+t lo+vers

com(risin& deodar ood solid door frame

sin&le or do+'le leaf s*+tter 1-!/9 t*ick

it* deodar ood frame and *ard ood

solid core, veneered it* (lastic s*eet/

formica on commercial (l) :im(orted of

al)sian ori&in; of re+ired t*ickness,

colo+r and a((roved +alit) on 'ot* sides

as (er desi&n and details s*on on

drain& incl+din& deodar ood arc*itrave,

*ard ood li((in& im(orted *ardare

fittin&s incl+din& lock of e+ro(ean ori&in,

.# *old fast red oxide (ainted, and

(aintin&/ >ac+re (olis*in& to ooden








'endin&, eldin&, &rindin& em'eddin& infloor/ste(s +sin& # (i(e sleves etc,

incl+din& (aintin& on 'al+sters and lac+re



mock-+( sam(le.

#tair *and railin&, floor mo+ntedcom(risin& stainless steel (i(e, 1/29 dia(i(e 'al+ster and 19 dia ! nos of (i(e*oriontal and 29 dia (i(e on to( rail

incl+din& c+ttin&, 'endin&, eldin&,&rindin& em'eddin& in all +sin& # (i(esleves etc, com(lete in all res(ects as (era((roved s*o( drain& mock-+(sam(le.


15/83

CC-?-0!

#ft 168 2,000.00 !!6,000.00

CC-?-0on 0.5 6$,000.00 !,500.00

SECTION - K

F)LSE CEILING

Re(" S+e&" N," /:/.

CC-F-01

#ft 2$0 260.00 67,00.00

CC-F-02

#ft $$75 2!0.00 11,$,250.00

SECTION - L


Re(" S+e&" N," /:72 //..

CC->-01

#ft 220 160.00 !87,200.00

CC->-02

#ft !060 !00.00 12,$18,000.00



16/83

#ft 12$00 !!0.00 ,257,000.00

CC->-0!

#ft 1200 78.00 $!,600.00

CC->-0

#ft 1175 50$.00 5$8,075.00

CC->-05

#ft 6$20 $!0.00 6,!5,600.00

CC->-06

#ft 1675 262.00 !8,850.00

CC->-07

#ft 1775 2$1.00 516,525.00

%rovidin& and la)in& %orcelain tiles on

floors of terrece laid over a((roved atr

(roofin& and set in cement sand mortar

:1=2; and


17/83

CC->-08

#ft 120 260.00 !1,200.00

CC->-0$

#ft 520 28!.00 17,160.00

CC->-10

#ft 7$00 25.00 1,$!5,500.00

CC->-11

#ft 1!20 755.00 $$6,600.00

SECTION - M

P)INTING

Re(" S+e&" N," /;..

CC--01#ft 102070 17.00 1,7!5,1$0.00

CC--02#ft 1800 16.00 28,800.00

CC--0!#ft 2000 17.00 !,000.00

SUB TOT)L #P)RT-C$ >722


18/83

C3-C-01

.on !$5 66,87.00 26,15,2!0.00

SECTION - D

PL)IN )ND REINFORCED CONCRETERe(" S+e&" N," 6..2 67..

C3-3-01

Cft 1200 2!2.00 !,2$,00.00

C3-3-02

Cft 10$50 26!.00 2,87$,850.00

C3-3-0!

Cft 5010 217.00 $,767,170.00

C3-3-0

Cft 8010 26.00 1,$70,60.00

C3-3-05

Cft 1020 2!!.00 2!7,660.00

SECTION - E

BRICK M)SONR!Re(" S+e&" N," 9.. 5 96..

C3-E-01

Cft 16060 160.00 2,56$,600.00

C3-E-02

Cft 5060 165.00 8!,$00.00

C3-E-0!

Cft 260 175.00 5,500.00

SECTION - F

CEMENT PL)STER


deformed 'ars &rade 60 incl+din& c+ttin&,

'endin&, 'indin& and (lacin& reinforcementin (osition.

%rovidin& and la)in& reinforced cementconcrete &8ass 'B' in 4alls incl+din&s(ecified formork.

%rovidin& and la)in& reinforced concreteC8ass ')' in col+mn incl+din& s(ecifiedformork.








19/83

Re(" S+e&" N," /:6

C3--01#ft 10720 17.00 1,826,10.00

C3--02

#ft 15$00 22.00 !$,800.00

SECTION - G


Re(" S+e&" N," 9/..2 /6:.2 /;..

C3--01

3-1 #ft 20 720.00 !02,00.00

3-2 #ft $!6 720.00 67!,$20.00

SECTION - I


Re(" S+e&" N," 7...2 /;..

C3-?-01

ft 180 500.00 $0,000.00

1/29 t*ick cement sand (laster 1= tointernal s+rfaces.

1/29 t*ick cement sand (laster 1= to

external s+rfaces.






formica on commercial (l) :im(orted ofal)sian ori&in; of re+ired t*ickness,
















floor/ste(s +sin& # (i(e sleves etc,




mock-+( sam(le.


20/83

C3-?-02

ft $0 50.00 0,500.00

C3-?-0!

#ft 168 2,000.00 !!6,000.00

C3-?-0on 0.5 71,000.00 !5,500.00

SECTION - K

F)LSE CEILING

Re(" S+e&" N," /:/.

C3-F-01

#ft 2$0 265.00 65$,850.00

C3-F-02

#ft 7820 2!5.00 11,2!7,700.00

SECTION - L


Re(" S+e&" N," /:72 //..





21/83

C3->-01

#ft 2525 !0.00 12,$27,600.00

C3->-02

#ft 1800 81.00 15,800.00

C3->-0!

#ft 1175 51.00 60!,$50.00

C3->-0

#ft 5225 $0.00 ,$11,500.00

C3->-05

#ft 2$0 26.00 657,!60.00

C3->-06

#ft 1675 2$1.00 87,25.00

C3->-07

#ft 180 265.00 7,700.00


floors, set in neat cement over 1-!/9 t*ick

cement sand mortar and


22/83

C3->-08

#ft 670 287.00 1$2,2$0.00

C3->-0$

#ft 7$00 28.00 1,$5$,200.00

C3->-10

#ft 1110 760.00 8!,600.00

SECTION - M

P)INTING

Re(" S+e&" N," /;..

C3--01#ft 105620 18.00 1,$01,160.00

C3--02 #ft 1800 17.00 !0,600.00

C3--0!#ft 2000 18.00 !6,000.00

SUB TOT)L #P)RT-D$


23/83


Re(" S+e&" N," 6..2 67..

CE-3-01

Cft 1200 2!8.00 !,!7$,600.00

CE-3-02

Cft $720 276.00 2,682,720.00

CE-3-0!

Cft 5010 220.00 $,$02,200.00

CE-3-0

Cft 8010 25.00 2,0!,50.00

CE-3-05

Cft 1020 20.00 2,800.00

SECTION - E

BRICK M)SONR!

Re(" S+e&" N," 9.. 5 96..

CE-E-01

Cft 16060 165.00 2,6$,$00.00

CE-E-02

Cft 5060 170.00 860,200.00

CE-E-0!

Cft 260 180.00 6,800.00

SECTION - FCEMENT PL)STER

Re(" S+e&" N," /:6

CE--01#ft 10720 1$.00 2,00,$80.00









24/83

CE--02#ft 15$00 25.00 !$7,500.00

SECTION - G


Re(" S+e&" N," 9/..2 /6:.2 /;..

CE--01

3-1 #ft 20 720.00 !02,00.00

3-2 #ft $!6 720.00 67!,$20.00

SECTION - I


Re(" S+e&" N," 7...2 /;..

CE-?-01

ft 180 500.00 $0,000.00

1/29 t*ick cement sand (laster 1= toexternal s+rfaces.











*ard ood li((in& im(orted *ardare fittin&s incl+din& lock of e+ro(ean ori&in,














res(ects as (er a((roved s*o( drain& mock-+( sam(le.


25/83

CE-?-02

ft $0 50.00 0,500.00

CE-?-0!

#ft 168 2,000.00 !!6,000.00

CE-?-0on 0.5 7!,000.00 !6,500.00

SECTION - K

F)LSE CEILING

Re(" S+e&" N," /:/.

CE-F-01

#ft 2$0 270.00 672,!00.00

CE-F-02

#ft 7820 20.00 11,76,800.00

SECTION - L


Re(" S+e&" N," /:72 //..



%rovidin& and fixin& 29 t*ick one *o+r fire

resistant doors, B> listed fa'ricated from

16#4 # s*eet and t*e core filled it*

*eav) densit) foam in


26/83

CE->-01

#ft 2525 !08.00 1!,0$7,700.00

CE->-02

#ft 1800 8.00 151,200.00

CE->-0!

#ft 1175 51$.00 60$,825.00

CE->-0

#ft 5225 $5.00 ,$!7,625.00

CE->-05

#ft 2$0 268.00 667,!20.00

CE->-06

#ft 1675 2$.00 $2,50.00

CE->-07

#ft 180 270.00 8,600.00





27/83

CE->-08

#ft 670 2$1.00 1$,$70.00

CE->-0$

#ft 7$00 251.00 1,$82,$00.00

CE->-10

#ft 1110 765.00 8$,150.00

SECTION - M

P)INTING

Re(" S+e&" N," /;..

CE--01#ft 105620 1$.00 2,006,780.00

CE--02 #ft 1800 18.00 !2,00.00

CE--0!#ft 2000 1$.00 !8,000.00

SUB TOT)L #P)RT-E$ .>7:<

SECTION - CREINFORCEMENT

Re(" S+e&" N," 66..

C-C-01

.on !80 67,71.00 25,7!1,!20.00

1/29 t*ick mar'le in dado/skirtin& on stair

risers and side alls of a((roved sie and

colo+r and


28/83

SECTION - D


Re(" S+e&" N," 6..2 67..

C-3-01

Cft 1200 25.00 !,7$,000.00

C-3-02

Cft 8600 281.00 2,16,600.00

C-3-0!

Cft 5010 226.00 10,172,260.00

C-3-0

Cft 8010 261.00 2,0$0,610.00

C-3-05

Cft 1020 26.00 250,$20.00

SECTION - E

BRICK M)SONR!

Re(" S+e&" N," 9.. 5 96..

C-E-01

Cft 16060 170.00 2,7!0,200.00

C-E-02

Cft !!70 175.00 58$,750.00

C-E-0!

Cft 260 185.00 8,100.00

SECTION - F

CEMENT PL)STER

Re(" S+e&" N," /:6

C--01#ft 10720 21.00 2,255,820.00

%rovidin& and la)in& reinforced cementconcrete &8ass 'B' in 4alls incl+din&

s(ecified formork.



%rovidin& and la)in& reinforced concreteC8ass 'B in "eams incl+din& s(ecified

formork.





29/83

C--02#ft 15$00 28.00 5,200.00

SECTION - G


Re(" S+e&" N," 9/..2 /6:.2 /;..

C--01

3-1 #ft 20 720.00 !02,00.00

3-2 #ft $!6 720.00 67!,$20.00

SECTION - I


Re(" S+e&" N," 7...2 /;..

C-?-01

ft 180 500.00 $0,000.00












*ard ood li((in& im(orted *ardare fittin&s incl+din& lock of e+ro(ean ori&in,














res(ects as (er a((roved s*o( drain& mock-+( sam(le.


30/83

C-?-02

ft $0 50.00 0,500.00

C-?-0!

#ft 168 2,000.00 !!6,000.00

C-?-0on 0.5 75,000.00 !7,500.00

SECTION - KF)LSE CEILING

Re(" S+e&" N," /:/.

C-F-01

#ft 2$0 275.00 68,750.00

C-F-02

#ft 7820 25.00 11,715,$00.00

SECTION - L


Re(" S+e&" N," /:72 //..





31/83

C->-01

#ft 2525 !11.00 1!,225,275.00

C->-02

#ft 1800 88.00 158,00.00

C->-0!

#ft 1175 525.00 616,875.00

C->-0

#ft 5225 $50.00 ,$6!,750.00

C->-05

#ft 2$0 272.00 677,280.00

C->-06

#ft 1860 2$7.00 552,20.00

C->-07

#ft 180 275.00 $,500.00





32/83

C->-08

#ft 670 2$5.00 1$7,650.00

C->-0$

#ft 7$00 255.00 2,01,500.00

C->-10

#ft 1110 770.00 85,700.00

SECTION - M

P)INTING

Re(" S+e&" N," /;..

C--01#ft 105620 20.00 2,112,00.00

C--02 #ft 1800 1$.00 !,200.00

C--0!#ft 2000 20.00 0,000.00

SUB TOT)L #P)RT-F$ 2:


33/83


Re(" S+e&" N," 6..2 67..

C-3-01

Cft 108!0 251.00 2,718,!!0.00

C-3-02

Cft 8710 286.00 2,$1,060.00

C-3-0!

Cft !!00 2!1.00 7,715,00.00

C-3-0

Cft 5510 26.00 1,5,60.00

C-3-05

Cft 50 25!.00 11!,850.00

C-3-06

Cft 5!50 28$.00 1,56,150.00

SECTION - E

BRICK M)SONR!

Re(" S+e&" N," 9.. 5 96..

C-E-01

Cft 1$$00 175.00 !,82,500.00

C-E-02

Cft 850 180.00 87!,000.00

C-E-0!

Cft 180 1$0.00 !,200.00

SECTION - F

CEMENT PL)STER

Re(" S+e&" N," /:6






%rovidin& and la)in& reinforced concreteC8ass ') in over*ead ater tanks incl+din&sla's, alls and 'eams incl+din& s(ecifiedformork.



34/83

C--01#ft 8000 22.00 1,88,000.00

C--02#ft !8200 !1.00 1,18,200.00

SECTION - G


Re(" S+e&" N," 9/..2 /6:.2 /;..

C--01

3-1 #ft 280 720.00 201,600.00

3-2 #ft 625 720.00 50,000.00

SECTION - I


Re(" S+e&" N," 7...2 /;..

C-?-01

ft 120 500.00 60,000.00

1/29 t*ick cement sand (laster 1= tointernal s+rfaces.








al)sian ori&in; of re+ired t*ickness,colo+r and a((roved +alit) on 'ot* sides



















mock-+( sam(le.


35/83

C-?-02

ft 60 50.00 27,000.00

C-?-0!

#ft 112 2,000.00 22,000.00

C-?-0on 0.5 77,000.00 !8,500.00

SECTION - 1

Re(" S+e&" N," /9

C--01

#ft 21510 120.00 2,581,200.00

SECTION - K

F)LSE CEILING

Re(" S+e&" N," /:/.

C-F-01

#ft 1660 280.00 6,800.00





36/83

C-F-02

#ft !1850 250.00 7,$62,500.00

SECTION - L


Re(" S+e&" N," /:72 //..

C->-01

#ft 28!50 !15.00 8,$!0,250.00

C->-02

#ft 62!0 $2.00 57!,160.00

C->-0!

#ft 715 5!0.00 !78,$50.00

C->-0

#ft !$0 $55.00 !,!!2,$50.00

C->-05

#ft 1660 275.00 56,500.00

1$ mm minim+m t*ick &)(s+m 'oard false

ceilin& :it* s+rface (attern / desi&n /

text+re / dro(s;, it* a((roved ad


37/83

C->-06

#ft 1065 !02.00 !21,6!0.00

C->-07

#ft 175 280.00 $,000.00

C->-08

#ft 50 2$$.00 1!,550.00

C->-0$

#ft 5270 257.00 1,!5,!$0.00

C->-10

#ft 750 775.00 581,250.00

C->-11

#ft 2680 75.00 201,000.00

%orcelain tiles in dado/skirtin& on alls

incl+din& stair risers and side alls of

a((roved sie and colo+r and


38/83

C->-12

#ft 1$00 65.00 12!,500.00

SECTION - M

P)INTING

Re(" S+e&" N," /;..

C--01#ft 10$6$0 21.00 2,!0!,$0.00

C--02#ft 5500 20.00 110,000.00

C--0!

#ft 12500 21.00 262,500.00

SUB TOT)L #P)RT-G$ ;/2.9/26/.

GR)ND TOT)L #P)RT ) TO G$ />;29;


39/83

*)BIB R)FI

#e$ #($

!.00 261,000.00 -50J

6.00 522,000.00 20J

!0.00 150,000.00 100J

1.00 27!,000.00 0J

UNITR)TE

#Rs"$

TOT)L)MOUNT

#Rs"$


40/83

71,26!.00 57,010,00.00 $J

88.00 6,$2$,600.00 88J

5!.00 10,0!!,$50.00 115J

05.00 6,662,250.00 70J

08.00 5,07$,600.00 76J

!8!.00 !7,112,700.00 101J

7.00 581,100.00 82J

1!.00 2,25,$80.00 110J

!81.00 1,!!,025.00 $8J

66.00 66,000.00 120J


41/83

17.00 $67,0.00 2J

2.00 5,!11,200.00 71J

2.00 8,000.00 85J

8$7.00 12$,168.00 25J


42/83

1,050.00 185,850.00 110J

!,750.00 7$5,000.00 7!!J

255.00 522,750.00 70J

675.00 11!,00.00 -66J

!!8.00 158,860.00 !5J

525.00 152,250.00 88J


43/83

72,000.00 !6,000.00 11J

115.00 !,27,000.00 6J

25.00 12,215,700.00 81J

!!.00 2,772,000.00 10J

75.00 551,250.00 6J

188.00 257,560.00 -62J


44/83

121.00 61,710.00 -56J

121.00 !6,!00.00 -52J

17!.00 $68,800.00 57J

17!.00 700,650.00 1!1J

21.00 1,77,500.00 0J

18.00 2,8,000.00 2$J

2.00 8,000.00 60J

!8.00 161,500.00 -5J

/62::7".. 5J


45/83

71,26!.00 7,817,7!.00 8J

500.00 7,$85,000.00 12$J

17.00 8,110,650.00 60J

!$.00 !2,$02,$0.00 100J

2.00 5,$82,60.00 10J

77.00 7!$,!50.00 117J

17.00 7$,550.00 0J

500.00 $10,000.00 1!8J

181.00 !,258,000.00 21J


46/83

182.00 !8,620.00 17J

217.00 60,760.00 !2J

27.00 !,777,!00.00 80J

27.00 1,1!,000.00 5$J

1,186.00 $8,120.00 65J

8$7.00 65,80.00 25J


47/83

1,050.00 252,000.00 110J

!,750.00 2,287,500.00

!!8.00 212,$0.00

525.00 152,250.00

675.00 11!,00.00

72,000.00 !6,000.00


48/83

28.00 51,!60.00

128.00 10,611,200.00

162.00 12,5$8,70.00

162.00 178,200.00

75.00 21,500.00


49/83

778.00 1,626,00.00

188.00 2,00.00

11.00 206,$10.00

162.00 !!,0.00

121.00 !1,60.00

121.00 !5,0$0.00

11.00 6!1,560.00


50/83

778.00 1,128,100.00

17!.00 1,$22,8$5.00

21.00 2,575,650.00

18.00 !10,500.00

2.00 8,000.00

!8.00 18,20.00

/92../2>;<

72,01!.00 28,$$,226.00

.00 6,!0,800.00


51/83

!!8.00 !,$10,660.00

!$7.00 17,868,$70.00

27.00 !,680,70.00

22.00 !0,0.00

1$6.00 2,!$5,120.00

1$7.00 1,270,650.00

2!2.00 62,60.00

28.00 2,$08,!60.00

28.00 5,200.00


52/83

1,186.00 $8,120.00

8$7.00 8!$,5$2.00

1,050.00 18$,000.00

!,750.00 !!7,500.00


53/83

675.00 11!,00.00

72,000.00 !6,000.00

210.00 522,$00.00

120.00 5,$$7,000.00

25.00 5$2,$00.00

170.00 7,!20,200.00


54/83

170.00 2,1$!,000.00

75.00 $0,000.00

7$!.00 $!1,775.00

188.00 1,!00,$60.00

12$.00 216,075.00

170.00 !01,750.00


55/83

121.00 1,520.00

1!6.00 70,720.00

12$.00 1,01$,100.00

7$!.00 1,06,760.00

21.00 2,1!,70.00

18.00 !2,00.00

2.00 8,000.00

>92.9


56/83

72,76!.00 28,71,!85.00

55.00 6,61,000.00

!50.00 !,8!2,500.00

08.00 18,!6,080.00

!$.00 !,516,!$0.00

!!.00 1,660.00

211.00 !,!88,660.00

212.00 1,072,720.00

27.00 6,220.00


57/83

!0.00 !,222,600.00

!0.00 77,000.00

1,186.00 $8,120.00

8$7.00 8!$,5$2.00

1,050.00 18$,000.00


58/83

!,750.00 !!7,500.00

675.00 11!,00.00

72,000.00 !6,000.00

210.00 522,$00.00

120.00 5,7!8,00.00


59/83

185.00 7,867,125.00

75.00 1!5,000.00

188.00 220,$00.00

808.00 ,221,800.00

1.00 !58,560.00

185.00 !0$,875.00

121.00 21,780.00


60/83

1!6.00 $1,120.00

1.00 1,1!7,600.00

808.00 8$6,880.00

21.00 2,218,020.00

18.00 !2,00.00

2.00 8,000.00

>:29/2


61/83

78.00 6,787,600.00

!72.00 !,615,80.00

!1.00 1$,!$$,!10.00

61.00 !,6$2,610.00

56.00 65,120.00

226.00 !,62$,560.00

227.00 1,18,620.00

262.00 68,120.00

!1.00 !,!!0,020.00


62/83

!1.00 $2,$00.00

1,186.00 $8,120.00

8$7.00 8!$,5$2.00

1,050.00 18$,000.00


63/83

!,750.00 !!7,500.00

675.00 11!,00.00

72,000.00 !6,000.00

210.00 522,$00.00

120.00 5,7!8,00.00


64/83

185.00 7,867,125.00

75.00 1!5,000.00

188.00 220,$00.00

808.00 ,221,800.00

1.00 !58,560.00

185.00 !0$,875.00

121.00 21,780.00


65/83

1!6.00 $1,120.00

1.00 1,1!7,600.00

808.00 8$6,880.00

21.00 2,218,020.00

18.00 !2,00.00

2.00 8,000.00

>/>76.7

7,26!.00 28,21$,$0.00


66/83

67.00 6,6!1,00.00

!62.00 !,11!,200.00

20.00 18,$0,200.00

50.00 !,60,500.00

5.00 5!,$00.00

21.00 !,870,60.00

22.00 815,50.00

277.00 72,020.00

!!.00 !,5,860.00


67/83

!!.00 52,700.00

1,186.00 $8,120.00

8$7.00 8!$,5$2.00

1,050.00 18$,000.00


68/83

!,750.00 !!7,500.00

675.00 11!,00.00

72,000.00 !6,000.00

210.00 522,$00.00

120.00 5,7!8,00.00


69/83

200.00 8,505,000.00

78.00 10,00.00

188.00 220,$00.00

82!.00 ,!00,175.00

15$.00 !$5,$10.00

200.00 !72,000.00

121.00 21,780.00


70/83

1!6.00 $1,120.00

15$.00 1,256,100.00

82!.00 $1!,5!0.00

21.00 2,218,020.00

18.00 !2,00.00

2.00 8,000.00

>/2:992>/;

75,01!.00 2!,62$,0$5.00


71/83

$0.00 5,!06,700.00

!85.00 !,!5!,!50.00

!.00 1,7$6,200.00

7.00 2,611,70.00

68.00 210,600.00

$0.00 2,621,500.00

256.00 5,0$,00.00

257.00 1,26,50.00

2$2.00 52,560.00


72/83

!.00 2,856,000.00

!.00 1,2$8,800.00

1,186.00 !!2,080.008$7.00 560,625.00

1,050.00 126,000.00


73/83

!,750.00 225,000.00

675.00 75,600.00

72,000.00 !6,000.00

128.00 2,75!,280.00

225.00 !7!,500.00


74/83

120.00 !,822,000.00

215.00 6,0$5,250.00

$!.00 57$,!$0.00

20!.00 15,15.00

8!8.00 2,$2,620.00

17.00 288,80.00


75/83

215.00 228,$75.00

20!.00 !5,525.00

20!.00 $1,!50.00

17.00 $16,$80.00

8!8.00 628,500.00

$!.00 2$,20.00


76/83

$!.00 176,700.00

21.00 2,!0!,$0.00

18.00 $$,000.00

2.00 !00,000.00

//26/


77/83

6:


78/83

6:


79/83

6:

CIVIL WORKS

S"N," DESCRIPTION UNIT T!"

SECTION - GC)RPENTR! )ND 1OINER!

Re(" S+e&" N," 9/..2 /6:.2 /;..

1

3-1 #ft 2!80

3-2 #ft 52!!

SECTION - I


Re(" S+e&" N," 7...2 /;..

1

ft 1257

2

ft 122

!

ft 2050

#ft 1120

5

#ft 1100

6

#ft 580

7 #teel Em'edded %arts s+c* as to(side steel (lates etc. on !.5

4ooden fl+s* doors it*/it*o+t lo+vers com(risin& deodar ood

solid door frame sin&le or do+'le leaf s*+tter 1-!/9 t*ick it* deodar

ood frame and *ard ood solid core, veneered it* (lastic s*eet/

formica on commercial (l) :im(orted of al)sian ori&in; of re+ired

t*ickness, colo+r and a((roved +alit) on 'ot* sides as (er desi&n

and details s*on on drain& incl+din& deodar ood arc*itrave, *ard

ood li((in& im(orted *ardare fittin&s incl+din& lock of e+ro(ean

ori&in, .# *old fast red oxide (ainted, and (aintin&/ >ac+re (olis*in&

to ooden s+rfaces of t*e folloin& desi&n t)(es, com(lete in all

res(ects as (er a((roved s*o( drain&s and mock-+( sam(le.

#tair *and railin&, floor mo+nted com(risin& 19 @ 19 .#. 'ar 'al+sters

on eac* ste(, mild steel section encased it* !9 @ 29 teak ood to(

rail incl+din& c+ttin&, 'endin&, eldin&, &rindin& em'eddin& infloor/ste(s +sin& # (i(e sleves etc, incl+din& (aintin& on 'al+sters

and lac+re (olis*in& on to( rail com(lete in all res(ects as (er

a((roved s*o( drain& mock-+( sam(le.

#tair *and railin&, floor mo+nted com(risin& stainless steel (i(e, 1/29dia (i(e 'al+ster and 19 dia ! nos of (i(e *oriontal and 29 dia (i(eon to( rail incl+din& c+ttin&, 'endin&, eldin&, &rindin& em'eddin& inall +sin& # (i(e sleves etc, com(lete in all res(ects as (era((roved s*o( drain& mock-+( sam(le.

Corner ed&e &+ard to 'asement clo+mns com(risin& .# an&les

!9@!9@1/9 +(to ! *i&*t incl+din& em'eddin& (aintin& etc. com(lete.

%rovidin& and fixin& 29 t*ick one *o+r fire resistant doors, B> listedfa'ricated from 16#4 # s*eet and t*e core filled it* *eav)densit) foam in-dro(, *old fast and (aintin& com(lete as (er a((roved

drain&s.


80/83

6:


81/83

6:


82/83

6:


83/83

6:ine markin& it* reflective C (aint in 'asement (arkin&s #ft 7!0

!/9 t*ick errao finis* in one (art of &re) cement and 2 (arts of

Hero Io. mar'le c*i(s mixed it* #?FA, " or e' ater (roofin&

a&ent or a((roved e+ivalent laid over 1-1/9 t*ick class9C9 concrete

'ase com(lete in all res(ect on over*ead ater tank floor.

1/29 t*ick tarrao in &re) cement :1 (art cement and 2 (arts of Hero

mar'le c*i(s; over 1/29 t*ick 1= cement sand (laster 'ase mixed it*#?FA, " or e' ater (roofin& a&ent or a((roved e+ivalent on

internal alls of over*ead ater tank.

working on quantity civil works-15!3!2006

Documents