Hindupur We of Court Bld

8/19/2019 Hindupur We of Court Bld

1/40

COMPARATIVE STATEMENT FOR GENERAL ABSTRACT

0.00

.N Description Excess Less Remr!s

1 Cost of civil works including sanitary and water supply 7680000 8366715 686715 -

2 1425000 1425000 - -

S"#$tot% &'0(000 &)&')'( *+*)'( $

3 dd !"# 4"$$% on ite& '1( 0 417500 417500 - -

4 #rovision towards )! * 5% on ite& '4( 455250 48$586 34336 - s per actuals

5 +, #rovision for rcitectural features *2% 182100 0 - 182100

deleted6 455250 0 - 455250

7 200000 200000 - -

8 +, #rovision for #rice .scalation 455250 20000 - 435250 pro/a/le reuire&ent

$ +", provision for seigniourage carges 73000 73000 - -

10 +, #rovision for vagaana ,adassu 5000 5000 - -

11 nforseen ite&s rounding o 6$150 31$$ - 65$51

!!+ ''000000 ''000000 '',+((' '',+(('

Assistant Executive Engineer Deputy Executive Engineer Executive Engineer Superintending Engineer

(R&B) Section, Hindupur (R&B) sub-division,enu!onda (R&B)Division,D"ar#avara# (R&B) $ircle, Anantapura#u

As perSnctione

-

As peror!in/Estimte

.cess due to replacingordinary /ricks witerated utoclaved locksas per instructions of

.ngineer-in-Cief'(d&in , ,9 uildings"

:nternal .ternal .lectrical :nstallation 's per su/esti&ate(

#rovision for epairs and enovation to eisting ground

+", provision for dias wooden rails racks witness


2/40

%EERA' ABSRA$

So Description o* ite#s A#ount in Rs

+ $ost o* civil or!s including sanitary and ater supply .//0+1

2 3nternal & External Electrical 3nstallation (As per sub esti#ate) +421555

Sub-total 9791715

. Add 4667 on ite# (+) 4+0155

4 rovision toards 8A 9 17 on ite# (4) 461/

1 'S provision *or dias, ooden rails, rac!s & itness bloc! etc 255555

/ 'S rovision *or rice Escalation 25555

0 'S provision *or seigniourage c"arges 0.555

'S rovision *or Avaga"ana Sadassu 1555

6 :n*orseen ite#s & rounding o** .+66

;A' 11000000


3/40

Abstract Estimate0

Desciption Unit Rate Amount

1 Colums Cum 26 9548 248248

2 Roof beams Cum 27 8353 225531

3 Roof slab 125mm thick Sqm 606 1010 612060

4 Roof slab 150mm thick Sqm 90 1148 1033205 Roof slab 175mm thick Sqm 14.1 1295 18260

6 Litels Cum 9 9582 86238

7 1 !" 15.3 61430 939879

8 1 !" 0.2 57719 11544

S.NO

ItemCode

Quantit y

#L$%CS"&%3%15'31.#

Su((l) a* (laci+ of the !%20 ,-a*e $esi+ !iCoc-ete co--es(o*i+ to /S 456 usi+ /,#"CR !/R ith 20mm sie +-a*e* machiec-ushe* ha-* +-aite metal coa-se a++-e+ate f-oma((-o:e* qua--) iclu*i+ cost a* co:e)ace of allmate-ials like cemet;


4/40

9 1 Cum 222 9150 2031300

10 1 Cum 18 9540 171720

11 1 Cum 2 4997 9994

12 Sqm 46 689 31694

#L$%CS"&%5%5

-e-ate* utocla:e* Coc-ete #locks of sie600200230 mm i C! 1'6 Cofo-mi+ to /S 2185 (a-t % /// % 1984 a* /S 6441 % 1972 ha:i+com(-essi:e st-e+th of 3 &mm2 of e-oco i-olite o- equi:alet (-o*ucts iclu*i+ cost;sei+io-a+e a* co:e)ace of all mate-ials a*ate- f-om a((-o:e* sou-ces to o-k site a* allo(e-atioal ; ici*etal; labou- cha-+es such as

scaFol*i+; mii+ mo-ta-; cost-ucti+ maso-); liftcha-+es; cu-i+ etc.; com(lete fo-


5/40

13 1 Sqm 673 354 238242

14 1 Sqm 733 334 244822

15 1 Sqm 2147 331.00 710657

16 1 Sqm 623 1097 683431

17 1 Sqm 34 507 17238

#L$%CS"&%10%25

A-o:i*i+ im(e-:ious coat to e(ose* RCC -oof slabsu-faces to -equi-e* slo(es ith C! 1'3 (-o(.20mm thick a:e-a+e mie* ith ate- (-oo


6/40

18 1 Sqm 74 1092 80808

19 1 Sqm 46 890 40940

20 1 Sqm 172 613 105436

21 1 Sqm 12 2179 26148

A-o:i*i+ skiti+ to ite-al alls ith :it-i


7/40

22 1 Sqm 50 2408 120400

23 1 Rmt 46 388 17848

24 Sqm 15 3078 46170

25 Sqm 6 2494 14964

26 Sqm 45 6045 272025

Su((l) a*


8/40

27 Sqm 13 5686 73918

28 Sqm 52 6823 354796

29 Sqm 5 6823 34115

30 Sqm 733 37 27121

31 Sqm 926 93 86118

32 Sqm 681 141 96021

33 Sqm 134 132 17688

34 Sqm 9 123 1107

Si+le shutte- i*o ith :e-tical membe-s 3M0J4M6J oute- f-ame sectio sie of 4850mm shutte-f-ame sectio sie of 4825mm a* mullio sectioshoul* be of 4825mm

#L$%CS"&%13%461

Detilato-s'to( hu+ 5M0J 2M0J oute- f-ame sectiosie of 4652mm shutte- f-ame sectio sie of4646mm a* mullio sectio shoul* be of4670mm

#L$%CS"&%13%471

Detilato-s'to( hu+ 2M6J 2M0J oute- f-ame sectiosie of 4652mm shutte- f-ame sectio sie of4646mm a* mullio sectio shoul* be of4646mm

#L$%CS"&%11%6

hite ashi+ th-ee coats ith hite cemet (aitof a((-o:e* qualit) to +i:e a e:e sha*e afte-tho-ou+hl) b-ushi+ the su-face to -emo:e all *i-ta* -emais of loose (o*e-e* mate-ials iclu*i+cost of all mate-ials; labou- cha-+es a* ici*etalsuch as scaFol*i+; lift cha-+es etc.; com(lete fo-


9/40

35 Sqm 23 910 20930

36 Sqm 101 259 26159

37 Cum 13 2177 28301

38 R! 26 4321 112346

39 Cum 36 222.5 8010

Su((l)i+ a*


10/40

FOR WATER SUPPLY AND SANITARY ITEMS

40 1 Rmt 80 235 18800

41 1 ach 6 2911 17466

42 1 ach 6 1195 7170

43 1 ach 4 4918 19672

44 1 Rmt 120 227 27240

45 1 Rmt 110 296 32560

46 1 Rmt 100 412 41200

47 1 ach 45 439 19755

48 1 Lt- 4000 7.1 28400

49 Rm 40 245 9800

50 Rm 40 371 14840

A-o:i*i+ 110 mm $ia /S/ Su*haka-&a*hii *oate- (i(es ith socket;2.5 mm thick 2.5 +Sq.cm (-essu-e of /S/ ma-ke* iclu*i+ cost of ecessa-)ADC be*s; shoes; ADC clam(s a* all othe-accesso-ies a*


11/40


12/40

Detailed Estimate

0


13/40

?o- C73 1 1 0.4 0.23 3.51 0.323

?o- C74 1 1 0.23 0.23 3.54 0.187

?o-C75 1 1 0.4 0.23 3.485 0.321

?o-C76;C77;C78;C79 1 4 0.35 0.23 3.535 1.138

75

?o- colums C1 hea* -oom. 1 1 0.35 0.23 2.6 0.209

?o- colums C2 hea* -oom. 1 1 0.45 0.23 2 0.207

?o- colums C16 hea* -oom. 1 1 0.35 0.23 2 0.161

?o- colums C17 hea* -oom. 1 1 0.45 0.23 2 0.207

?o-C8 1 1 0.45 0.23 2.5 0.259

?o-C23 1 1 0.45 0.23 2.5 0.259

?o- C24 hea* -oom. 1 1 0.45 0.23 2.5 0.259

25.398

26 cum


14/40

1 1 25.8 0.23 0.23 1.365

1 %10 0.23 0.23 0.23 %0.122

#eam # C42 a* C43 1 1 3.28 0.325 0.23 0.245

$e*uct col C42 a* C43 1 %2 0.325 0.23 0.23 %0.034

1 1 2.8 0.325 0.23 0.209

#eam # C45 a* C46 1 1 7.55 0.45 0.23 0.781

1 1 23.9 0.23 0.23 1.264

1 %9 0.23 0.23 0.23 %0.110

#eam # C60 a* C61 1 1 7.55 0.45 0.23 0.781

#eam # C66 a* C67 1 2 7.55 0.45 0.23 1.563

#eam # C69 a* C70 1 1 1.75 0.23 0.23 0.093

#eam # C74 a* C70 1 1 1.75 0.23 0.23 0.093

1 1 11.4 0.325 0.23 0.852

$e*uct Col C70;C71;C72 1 3 0.6 0.325 0.23 0.135

$e*uct Col C73 1 %1 0.325 0.23 0.23 %0.017

1 1 13.4 0.275 0.23 0.848

1 %5 0.275 0.23 0.23 %0.073

#eam # C1a* C16 1 1 6.1 0.45 0.23 0.631

$e*uct Col C1a* C16 1 %2 0.35 0.45 0.23 %0.072

#eam # C16 a* C29 1 1 2.13 0.23 0.23 0.113

$e*uct Col C16 a* C29 1 %2 0.23 0.23 0.23 %0.024

1 1 20.4 0.23 0.23 1.079

1 %7 0.23 0.23 0.23 %0.085

$e*uct Col C17 1 %1 0.45 0.23 0.23 %0.024

#eam # C17 a* C2 1 1 6.1 0.325 0.23 0.456

$e*uct Col C17a* C2 1 %2 0.325 0.45 0.23 %0.067

1 1 18.5 0.23 0.23 0.979

$e*uct Col C76 1 %1 0.325 0.23 0.23 %0.017

1 %5 0.23 0.23 0.23 %0.061

#eam # C71 a* C77 1 1 3.3 0.275 0.23 0.209

#eam # C78 a* C72 1 1 3.3 0.275 0.23 0.209

#eam # C79 a* C73 1 1 3.15 0.275 0.23 0.199

1 1 14.85 0.23 0.23 0.786

1 %5 0.23 0.23 0.23 %0.061

1 1 10.25 0.23 0.25 0.589

$e*uct Col C47 1 %1 0.4 0.23 0.46 %0.042

$e*uct Col 73;C68;C62 1 %3 0.23 0.23 0.48 %0.076#eam # C47a* C34 1 1 4 0.275 0.23 0.253

#eam # C3 a* C18 1 1 5.2 0.325 0.23 0.389

#eam # C4 a* C19 1 1 5.2 0.325 0.23 0.389

#eam # C5a* C20 1 1 5.2 0.325 0.23 0.389

#eam #C33;C34;C35;C36;C37;C38;C39;C40;C41;C41 a* C72

#eam #C33;C34;C35;C36;C37;C38;C39;C40;C41;C41 a* C72

#eam # C42;C55;C43 a*

#eam #C47;C48;C49;C50;C51;C52;C53;C54;a* C55

$e*uct ColC47;C48;C49;C50;C51;C52;C53;C54;a* C55

#eam # C70;C71;C72 a*

#eam # C75;C76;C77;C78a* C79

$e*uct Col C75;C76;C77;C78a* C79

#eam #C75;C74;C69;C65;C59;C44;C30 a* C17

$e*uct ColC75;C74;C69;C65;C59;C44a* C30

#eam #C76;C70;C66;C60;C45 a*C31


#eam # C33;C46;C61;C67a* C72


#eam # C73;C68;C62a*


15/40

#eam # C6 a* C21 1 1 5.2 0.325 0.23 0.389

#eam # C7 a* C22 1 1 5.2 0.325 0.23 0.389

#eam # C8 a* C23 1 1 5.2 0.325 0.23 0.389

#eam # C9a* C24 1 1 5.2 0.325 0.23 0.389

#eam # C10 a* C25 1 1 5.2 0.325 0.23 0.389

#eam # C11a* C26 1 1 5.2 0.325 0.23 0.389

#eam # C12 ;C14a* C27 1 1 5.2 0.325 0.23 0.389$e*uct Col C14 1 %1 0.325 0.325 0.23 %0.024

#eam # C12;C15a* C28 1 1 5.2 0.325 0.23 0.389

$e*uct Col C15 1 %1 0.325 0.325 0.23 %0.024

1 1 6.7 0.325 0.23 0.501

$e*uct Col C43a* 56 1 %2 0.325 0.325 0.23 %0.049

#eam Ie* 1 1 0.23 0.23 0.325 0.017

#eam # C42 a* C55 1 1 4 0.325 0.23 0.299

#eam # C41 a* C54 1 1 4 0.275 0.23 0.253

#eam # C40 a* C53 1 1 4 0.275 0.23 0.253

#eam # C39a* C52 1 1 4 0.275 0.23 0.253

#eam # C38 a* C51 1 1 4 0.275 0.23 0.253

#eam # C37 a* C50 1 1 4 0.275 0.23 0.253#eam # C36a* C49 1 1 4 0.275 0.23 0.253

#eam # C35 a* C48 1 1 4 0.275 0.23 0.253

#eam at hea* -oom east 1 1 6 0.325 0.23 0.449

#eam at hea* -oom est 1 1 6 0.325 0.23 0.449

#eam at hea* -oom o-th 1 1 1 0.325 0.23 0.075

#eam at hea* -oom south 1 1 1 0.325 0.23 0.075

1 1 6 0.325 0.23 0.449

1 1 6 0.325 0.23 0.449

1 1 2.5 0.275 0.23 0.158

1 1 2.5 0.275 0.23 0.158

26.806

;R say ,6 cum


16/40

1 1 14.4 2.1 % 30.24

1 1 11.2 3.89 % 43.568

1 1 26.7 4.55 % QQQ

1 1 8.3 3.65 % 30.295

$+0$2,$+/&$+0

7. "as$ Code !D%CS"N%&%4(&.C( % Slabs%Desi)n *i+ ( * ,-/ei)0 !atc01 2l% , Centerin) 3it0/ood upto &.44 Slab t0$ - i5t *ac0inery

#L$%CS"&%3%16'31.C

Su((l) a* (laci+ of the !%20 ,-a*e $esi+ !i Coc-ete co--es(o*i+ to /S 456 usi+ /,#"CR !/R ith 20mm sie +-a*e* machie c-ushe* ha-* +-aite metal coa-se a++-e+ate f-oma((-o:e* qua--) iclu*i+ cost a* co:e)ace of all mate-ials like cemet;


17/40


18/40

She-iste-*a- 1 2 3.12 0.23 3.2 4.593

1 1 5.2 0.23 3.2 3.827

Lib-a-) 1 2 3.1 0.23 3.2 4.563

1 1 5.2 0.23 3.2 3.827

Reco-* 1 2 2.82 0.23 3.2 4.151

1 1 5.2 0.23 3.2 3.827

stai-case 1 1 3.45 0.23 3.1 2.460A-isoe-s cell 1 2 2.82 0.23 3.2 4.151

1 2 5.2 0.23 3.2 7.654

La*ies luch -oom 1 2 2.78 0.23 3.2 4.092

1 1 5.2 0.23 3.2 3.827

,ets luch -oom 1 2 2.85 0.23 3.2 4.195

1 1 5.2 0.23 3.2 3.827

,ets toilet 1 2 4.35 0.23 3.1 6.203

1 1 5.2 0.23 3.1 3.708

La*ies toilet 1 2 3.14 0.23 3.1 4.478

1 2 4.05 0.23 3.1 5.775

#a- associatioLa*ies 1 2 2.8 0.23 3.2 4.122

1 2 4.05 0.23 3.2 5.962

#a- associatio ,ets 1 2 5.65 0.23 3.2 8.317

1 1 4.05 0.23 3.2 2.981

A-o(e-t) 1 2 2.78 0.23 3.2 4.092

1 1 4.05 0.23 3.2 2.981

lobb) 1 1 3.44 0.23 3.2 2.532

,A -oom 1 2 2.82 0.23 3.2 4.151

1 2 4.05 0.23 3.2 5.962

toilet 1 2 1.52 0.23 3.2 2.237

A-osecute 1 2 2.81 0.23 3.2 4.136

1 2 4.05 0.23 3.2 5.962

Steo 1 2 3.1 0.23 3.2 4.5631 2 3.25 0.23 3.2 4.784

u*+e chambe- 1 2 4 0.23 2.95 5.428

1 2 3.25 0.23 2.95 4.410

ate -oom 1 2 3.41 0.23 2.95 4.627

lobb) 1 2 4.5 0.23 3.2 6.624

1 1 2 0.23 3.2 1.472

Lift 1 2 2 0.23 3.2 2.944

cou-t hall 1 2 13.7 0.23 3.2 20.166

1 2 9.5 0.23 3.2 13.984

i Da-a*ah 1 1 13.7 0.23 0.9 2.836

1 1 10.3 0.23 0.9 2.132

$eu*ct fo- $oo-s M$M 1 %19 1.2 0.23 2.13 %11.170

$eu*ct fo- $oo-s M$1M 1 %6 0.9 0.23 2.13 %2.645

$e*uct i*o 1 %21 1.22 0.23 1.37 %8.073

$e*uct i*o 1 1 %10 0.9 0.23 1.37 %2.836

$e*uct Detilato- D 1 %23 3.66 0.23 0.46 %8.906

$e*uct Detilato- D1 1 %17 1.22 0.23 0.6 %2.862

$e*uct Detilato- D2 1 %5 0.75 0.23 0.6 %0.518

1 1 138.3 0.23 0.9 28.628

?o- (a-a(et o:e-


19/40

1 2 0.4 0.12 2.1 0.202

Sta+e i cou-t hall 1 1 8.3 0.23 0.5 0.955

QQQ

;R Say 222

--mm

#L$%CS"&%5%12

-e-ate* utocla:e* Coc-ete #locks of sie 600200100mm i C! 1'6 Cofo-mi+ to /S 2185 (a-t %/// % 1984 a* /S 6441 % 1972 ha:i+ com(-essi:e st-e+th of 3 &mm2 of e-oco i-olite o-

equi:alet (-o*ucts iclu*i+ cost; sei+io-a+e a* co:e)ace of all mate-ials a* ate- f-oma((-o:e* sou-ces to o-k site a* all o(e-atioal ; ici*etal; labou- cha-+es such as scaFol*i+;mii+ mo-ta-; cost-ucti+ maso-); lift cha-+es; cu-i+ etc.; com(lete fo- 2l% , Centerin) 3it0

#L$%CS"&%3%10'27

Alai Cemet Coc-ete 1'3'6 (-o(o-tio omial mi cemet'


20/40

1 1 1.05 0.6 % 0.63

1 1 2.5 0.6 % 1.5

1 3 1.22 0.6 % 2.196

1 1 1.05 0.6 % 0.63

S ca-i*o- of cou-t hall 1 1 10.1 0.6 % 6.06

fo- S ca-i*o- of cou-t hall 1 1 13.3 0.6 % 7.98

45.504;R Say 46 sqm

&. "as$ Code !D%CS"N%-%,( % Imper


21/40

%*o% Ca-i*o- at oOce 1 1 39.5 1.68 % 66.360

1 1 14.64 1.68 % 24.595

1 1 14.64 1.78 % 26.059

%*o% t-ace lobb) 1 1 2.45 1.75 % 4.288

%*o% Cou-t hall 4s(as 1 4 8.3 3.42 % QQQ

%*o% u*+e chambe- 1 1 4.04 3.4 % 13.736

%*o% te -oom = "oilet 1 1 3.41 3.4 % 11.594 %*o% Steo 1 1 3.4 3.07 % 10.438

%*o% A-osecuto- te-ace 1 1 7 4.55 % 31.850

%*o% u*+e (a-tico 1 1 5.5 2.45 % 13.475

%*o% !ai stai-e 1st Gi+ht 1 1 3.8 1.9 % 7.220

%*o% %*o% 2* Gi+ht 1 1 3.8 1.9 % 7.220

%*o% %*o% mi* la*i+ 1 1 3.43 1.83 % 6.277

%*o% %*o% e* la*i+ 1 1 3.43 0.9 % 3.087

%*o% %*o% 3-* Gi+ht 1 1 3.8 1.9 % 7.220

1 1 3.43 1.83 % 6.277

1 1 3.8 1.1 % 4.180

%*o% %*o% 2* Gi+ht 1 1 3.8 1.1 % 4.180

%*o% %*o% mi* la*i+ 1 1 2.5 1.8 % 4.500 %*o% %*o% e* la*i+ 1 1 2.5 0.9 % 2.250

1 2 5.64 % 0.9 10.152

%*o% at #a- ssociatio 1 3 4.35 % 0.83 10.832

%*o% at Cou-t hall 1 3 8.3 % 1.15 28.635

fo- stai- case -oom 1 1 5.64 2.55 % 14.382

1 1 5.64 3.45 % 19.458

QQQ

;R Say 733 sqm

. "as$ Code !D%CS"N%:%;( % ?lasterin) c in C* (1


22/40

#a- associatioLa*ies 2 2 3.04 % 3.2 38.912

2 2 4.57 % 3.2 58.496

#a- associatio ,ets 2 2 6.09 % 3.2 77.952

2 1 4.57 % 3.2 29.248

A-o(e-t) 2 2 3.04 % 3.2 38.912

2 1 4.57 % 3.2 29.248

lobb) 1 1 3.66 % 3.2 11.7121 2 4.57 % 3.2 29.248

,A -oom 2 2 3.04 % 3.2 38.912

2 2 4.57 % 3.2 58.496

toilet 2 2 1.82 % 3.2 23.296

A-osecute 2 2 3.04 % 3.2 38.912

2 2 4.57 % 3.2 58.496

Steo 2 2 3.28 % 3.2 41.984

2 2 3.66 % 3.2 46.848

u*+e chambe- 2 2 4.7 % 2.95 55.46

2 2 3.66 % 2.95 43.188

ate -oom 2 2 3.66 % 2.95 43.188

lobb) 2 2 3.96 % 3.2 50.6882 1 2 % 3.2 12.8

Lift 2 2 2 % 3.2 25.6

cou-t hall 2 2 8.53 % 2.95 QQQ

2 2 14.4 % 2.95 169.92

i co--i*o- (o-tio 1 1 13.54 2.1 % 28.434

1 1 9.78 2.1 % 20.538

1 6 % 0.92 2.3 12.696

$eu*ct fo- $oo-s M$M 2 %19 1.2 % 2.13 %97.128

$eu*ct fo- $oo-s M$1M 2 %6 0.9 % 2.13 %23.004

$e*uct i*o 2 %21 1.53 % 1.37 QQQ

$e*uct i*o 1 2 %10 0.91 % 1.37 %24.934

$e*uct Detilato- D 2 %23 3.66 % 0.46 QQQ

$e*uct Detilato- D1 2 %28 1.22 % 0.6 %40.992

2 1 138.3 % 0.9 248.94

to( of (a-a(et 1 1 138.3 % 0.23 31.809

?o- (a-a(et o:e-


23/40

1 3 5.64 2.82 % 47.714

1 1 11.97 4.35 % 52.070

?o- ta-ace 1 1 4.57 3.65 % 16.681

#a- associatios 1 1 4.34 2.8 % 12.152

#a- associatios 1 1 4.34 5.85 % 25.389

A-o(e-t) -oom 1 1 4.34 2.81 % 12.195

1 2 4.35 2.82 % 24.534

1 1 1.5 1.2 % 1.800

?o- cou-t hall 1 1 14.4 8.31 % QQQ

?o- u*+e chambe- 1 1 7.6 3.43 % 26.068

1 1 3.4 1.15 % 3.910

?o- te-ace lobb) = left 1 1 2.42 1.75 % 4.235

?o- *oo- si*es of $ 1 18 1.2 0.23 % 4.968

% *o % of $1 1 4 0.9 0.23 % 0.828

1 2 0.9 0.23 % 0.414

?o- stai- case sto(s mai 2 22 1.9 0.45 % 37.620

2 1 3.43 1.6 % 10.976

?o- S :e-a*ah at cou-t hall 1 1 14.64 2.1 % 30.744

1 1 14.64 2.1 % 30.744

?o- ca--o*o- at oOce a) 1 1 39.5 1.68 % 66.360

QQQ

;R Say 623 sqm

6. "as$ Code !D%CS"N%;%( % 2loorin) 3it0 polis0ed s0a0abad stones

?o- Lib-a-) 1 1 5.64 3.12 % 17.597

?o- Reco-* 1 1 5.64 2.82 % 15.905

33.502

sa) 34

sqm

:. "as$ Code !D%CS"N%;%( % S$irtin) to Internal 3alls 3it0


24/40

2 1 14.64 % 0.12 3.514

?o- ca--o*o- at oOce a) 2 1 39.5 % 0.12 9.480

?o- *oo- si*es of $ 2 18 1.43 % 0.12 6.178

% *o % of $1 2 4 1.2 % 0.12 1.152

2 2 1.2 % 0.12 0.576

?o- stai- case sto(s mai 2 22 2.5 % 0.12 13.200

2 1 5.05 % 0.12 1.21273.378

;R Say 74 sqm

;. "as$ Code !D%CS"N%;%4( % 2lorin) 3it0 ceramic tiles 6.&mm t0ic$ in C* (: 2l% ,


25/40

** si*es of *oo-s $2 1 14 0.15 % 2 4.20

% *o % *oo-s $1 1 8 0.15 % 2 2.40

QQQ

;R Say 172 sqm

"as$ Code !D%CS"N%&%7&( % Doors User Dened


26/40

27 1 10 0.91 % 1.37 12.47 sqm

Sa) 13 sqm

,:. "as$ Code !D%CS"N%&%7:( % /indo3s User Dened


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#a- associatioLa*ies 1 2 3.04 % 3.2 19.456

1 2 4.57 % 3.2 29.248

#a- associatio ,ets 1 2 6.09 % 3.2 38.976

1 1 4.57 % 3.2 14.624

A-o(e-t) 1 2 3.04 % 3.2 19.456

1 1 4.57 % 3.2 14.624

lobb) 1 1 3.66 % 3.2 11.7121 2 4.57 % 3.2 29.248

,A -oom 1 2 3.04 % 3.2 19.456

1 2 4.57 % 3.2 29.248

toilet 1 2 1.82 % 1.2 4.368

A-osecute 1 2 3.04 % 3.2 19.456

1 2 4.57 % 3.2 29.248

Steo 1 2 3.28 % 3.2 20.992

1 2 3.66 % 3.2 23.424

u*+e chambe- 1 2 4.7 % 2.95 27.73

1 2 3.66 % 2.95 21.594

ate -oom 1 2 3.66 % 2.95 21.594

lobb) 1 2 3.96 % 3.2 25.3441 1 2 % 3.2 6.4

Lift 1 2 2 % 3.2 12.8

cou-t hall 1 2 8.53 % 2.95 50.327

1 2 14.4 % 2.95 84.96

i co--i*o- (o-tio 1 1 13.54 2.1 % 28.434

1 1 9.78 2.1 % 20.538

1 6 % 0.92 2.3 12.696

$eu*ct fo- $oo-s M$M 1 %19 1.2 % 2.13 %48.564

$eu*ct fo- $oo-s M$1M 1 %6 0.9 % 2.13 %11.502

$e*uct i*o 1 %21 1.53 % 1.37 QQQ

$e*uct i*o 1 1 %10 0.91 % 1.37 %12.467

$e*uct Detilato- D 1 %23 3.66 % 0.46 QQQ

$e*uct Detilato- D1 1 %28 1.22 % 0.6 %20.496

2 10 0.4 % 2.1 16.8

% *o % at She-ista*a- 2 2 0.4 % 2.1 3.36

% *o % at oOce 2 6 0.4 % 2.1 10.08

% *o % at A-osecuto- 2 2 0.4 % 2.1 3.36

% *o % at ,o:t. (lea*o- 2 2 0.4 % 2.1 3.36

% *o % at A-o(e-t) -oom 2 2 0.4 % 2.1 3.36

QQQ

;R Say 926 sqm

&,. "as$ Code !D%CS"N%,%,( % ?aintin) to e+terna 3alls% 3ater proo5 cement paint

32

1 1 138.3 % 4 553.2

fo- (a-a(et all 1 1 138.3 % 2.03 QQQ

$e*uct i*os = :etilato-s 1 %15 % 1.53 1.37 QQQ

1 %10 % 0.91 1.37 %12.467

1 %17 % 1.22 0.6 %12.444

1 %9 % 0.75 0.6 %4.05

cou-t ca--i*o- 1 %1 % 9.78 4 %39.12

1 %1 % 13.54 4 %54.16

QQQ

fo- colums C44; C59; C65;C69; C62 = C68

?o- cu( boa-* (ille-s i -eco-*-oom

#L$%CS"&%12%12

Aaiti+ to alls ith 2 coats of ate- (-oof cemet (ait of a((-o:e* b-a* a* sha*e o:e- a basecoat of a((-o:e* cemet (-ime- +-a*e / maki+ maki+ 3 coats i all to +i:e a e:e sha*e afte-tho-ou+hl) b-ushi+ the su-face to -emo:e all *i-t a* -emais of loose (o*e-e* mate-ials; iclu*i+cost a* co:e)ace of all mate-ials to o-k site a* all o(e-atioal; ici*etal; labou- cha-+es etc.com(lete fo-


28/40

;R Say 681 sqm

33


29/40

QQQ

;R Say 101 sqm

37


30/40

;R Say 12 os

7,. "as$ Code /S%%:( % European /ater Closet

S%%581


31/40

?o- ate- tak 1 2 2000 % % 4000

4000

Lit-e-s

7:. "as$ Code /S%%( % ?FC ?ipe

S%%551


32/40


33/40

4,. "as$ Code /S%%66( % SB2 ,.6 mm N.? bib

S%%771 a S=? 12.7 mm &.A bib ta( /*ia make 400 +-ams Seiko Seio- &ice o- equi:alet


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COMPARATIVE STATEMENT

0.00

S.No Descri!io" o# I!e$As er ori%i"&' es!i$&!e As er (or)i"% es!i$&!e

?ore*+&"!i!, R&!e Per A$o+"! *+&"!i!, R&!e Per A#ount

+ 2. $u# 614 + $u# 2+6/54 2/ $u# 614 + $u# 2424 2/44

2 2 $u# .1. + $u# 2..4 20 $u# .1. + $u# 2211.+

. /+1 S@# +5+5 + S@# /2++15 /5/ S@# +5+5 + S@# /+25/5

4 /1 S@# ++4 + S@# 04/25 65 S@# ++4 + S@# +5..25 2055

1 11 S@# +261 + S@# 0+221 +4+ S@# +261 + S@# +2/5

/ 6 $u# 612 + $u# /2. 6 $u# 612 + $u# /2.

0 24 ? /+4.5 ? +404.25 +1. ? /+4.5 ? 6.606

roviding #ild stell (


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+1 .61 S@# .+/ S@# +2425

+/ +555 S@# ..+ S@# ..+555 2+40 S@# ..+ S@# 0+5/10 .06/10

+0 +2+5 S@# ..4 S@# 454+45 0.. S@# ..4 S@# 24422

+ /+5 S@# +560 S@# //6+05 /2. S@# +560 S@# /.4.+ +42/+

+6 15 S@# +562 S@# 14/55 04 S@# +562 S@# 55 2/25

25 0/ S@# 150 S@# .1.2 .4 S@# 150 S@# +02.

2+ 4/ S@# 65 S@# 45645 4/ S@# 65 S@# 45645

22 Dadooing to alls it" %laed iles +1 S@# /+. S@# ++.451 +02 S@# /+. S@# +514./

2. +. S@# 2+06 S@# 2.20 +2 2+06 S@# 2/+4

24 1+ S@# 245 S@# +225 15 S@# 245 S@# +25455

21 Supply and *ixing 8$ door *ra#e +/ R# . R# /25 4/ R# . R# +04 ++/45

2/ +/ S@# .50 S@# 4624 +1 S@# .50 S@# 4/+05

20 / S@# 2464 S@# +46/4 / S@# 2464 S@# +46/4

2 Supplying and *ixing %yp board 2/ S@# 6+5 S@# 2.//5 2. S@# 6+5 S@# 256.5

26 +/5 S@# 216 S@# 4+445 +5+ S@# 216 S@# 2/+16

.5 +1 R? 4.2+ R? /4+1 2/ R? 4.2+ R? ++2.4/ 401.+

lastering +2 ## t"ic! in to coatsit" base coat o* ## t"ic! in $?(+/)

lastering 25 ## t"ic! in to coatsit" base coat o*+/## t"ic! in $?(+/)

;rna#ental plastering to ceilling it+2## t"ic!


36/40



.+ 41 S@# /541 S@# 202521 41 S@# /541 S@# 202521

.2 +2 S@# 1// S@# /2.2 +. S@# 1// S@# 0.6+ 1//

.. 1. S@# /2. S@# ./+/+6 12 S@# /2. S@# .1406/

.4 1 S@# /2. S@# .4++1 1 S@# /2. S@# .4++1

.1 +2+5 S@# .0 S@# 44005 0.. S@# .0 S@# 20+2+

./ +555 S@# +4+ S@# +4+555 /+ S@# +4+ S@# 6/52+

.0 .61 S@# 6. S@# ./0.1 62/ S@# 6. S@# /++ 46..

. +.4 S@# +.2 S@# +0/ +.4 S@# +.2 S@# +0/

.6 /1 S@# +2. S@# 0661 6 S@# +2. S@# ++50

45 +. $u# 2+00 $u# 2.5+ 2.5+

4+ ./ $u# 2221 $u# 5+5 5+5

?iscallaneous and rounding o** 4.45 5

7-00000 799557 /-7059

42 roviding ++5 ## Dia 3S3 5 R# 2.1 R# +55 5 R# 2.1 R# +55

4. / o 26++ o +04// / o 26++ o +04//

44 / o ++61 o 0+05 / o ++61 o 0+05

41 4 o 46+ o +6/02 4 o 46+ o +6/02

4/ +25 R# 220 R# 20245 +25 R# 220 R# 20245

Double s"utter indo it" vertical#e#bers 1G5x 4G/ outer *ra#e

Single s"utter indo it" vertical#e#bers .G5x 4G/ outer *ra#e

8entilatorstop "ung 1G5x 2G5 outer*ra#e

8entilatorstop "ung 2G/x 2G5 outer*ra#e

>"ite as"ing t"ree coats it" "itece#ent paint

ainting to ne alls it" 2 coats o*ater proo* ce#ent paint over basecoat approved ce#ent pri#er

ainting to ne alls it" 2 coats o*ready #ixed oil bound as"ablediste#per

ainting to ne ood or!s it" 2coats o* synt"etic ena#el paint

ainting to ne iron or!s it" 2coats o* synt"etic ena#el paint

roviding and laying cinder concrete#ix (++1) proportion

Dis#antling clearing aay andcare*ully stac!ing #ateriale use*ul*or reuse o* bric! #asonry

FOR WATER SUPPLY ANDSANITARY ITEMS

Supply and *ixing 115 x 455##Double $illar coc!

Supplying and as" Hand Basin

Supplying and ater $loset

S&< 25## o#inal Bore %3 pipe?ediu# %arde


37/40



40 ++5 R# 26/ R# .21/5 ++5 R# 26/ R# .21/5

4 +55 R# 4+2 R# 4+255 +55 R# 4+2 R# 4+255

46 &< +20## o#inal bib tap 41 o 4.6 o +6011 41 o 4.6 o +6011

15 4555 + 'tr 0+ + 'tr 2455 4555 + 'tr 0+ + 'tr 2455

1+ 45 R# 241 R# 655 45 R# 241 R# 655

12 45 R# .0+ R# +445 45 R# .0+ R# +445

1. + o +.1+ o +.1+ + o +.1+ o +.1+

14 4 o 422. o +/62 4 o 422. o +/62

11 +25 R# .24 R# .5 +25 R# .24 R# .5

1/ + o +04 o +04 + o +04 o +04

10 / o 2/. o +10 / o 2/. o +10

1 Supply & *ixingo* toilet paper "older + o 21.5 o 21.5 + o 21.5 o 21.5

16 1 o 4/4+ o 2.251 1 o 4/4+ o 2.251

/5 . o +622 o 10// . o +622 o 10//

/+ Supplying & *ixing $3 a"any traps +5 o ./+ o ./+5 +5 o ./+ o ./+5

/2 o 51 o /445 o 51 o /445

/. + o .446 o .446 + o .446 o .446

/4 1 o +4 o 625 1 o +4 o 625

/1 / o 105 o .425 / o 105 o .425

S&< 21## o#inal Bore %3 pipe?ediu# %arde

S&< .5## o#inal Bore %3 pipe?ediu# %arde

Supplying and


38/40



// o .511 o 24445 o .511 o 24445

?iscallaneous and rounding o** .2

-0000 -711 0

S+23!o!&' 7680000 8366715 /-7059

/0 1/5000 1/5000

TOTAL 9105000 9791715

/ Add 4667 on ite# (+) 0 4+0155 4+0155

/6 455250 461/ .4../

05 182100 5

0+ 455250 5

02 200000 255555

0. 'S rovision *or rice Escalation 455250 25555

04 73000 0.555

01 5000 1555

0/ :n*orseen ite#s & rounding o** 6$150 .+66

TOTAL 11000000 11000000

Supplying & *ixing 3ndian #a!eHindare

3nternal & External Electrical3nstallation (As per sub esti#ate)

rovision toards 8A 9 17 onite# (4)

'S rovision *or Arc"itectural*eatures 927

rovision *or Repairs andRenovation to existing ground *loor

'S provision *or dias, ooden rails,rac!s & itness bloc! etc

'S provision *or seigniouragec"arges

'S rovision *or Avaga"anaSadassu


39/40

0

SUPPLIMENTAL DATAS1

on +a/our 20"00 % 255"04 51"01

14"00 % 8026"62 1123"73

&'(0.,(

r say &'(0

R A T E FOR 'ST F%oor 2F43

asic ate cu& 7677"3$ 1 cu& 7677"3$

dd .tra @or ,caolding Carges 1"00 Cu& 404"13 404"13

dd .tra 20% > on +a/our 20"00 % 361"00 72"20

+ift Carges 10"00 % 622"30 62"23

dd .tra 20% > on +a/our 20"00 % 62"23 12"45

14"00 % 8228"40 1151"$8

&,+0.,)

or say &,+0

per ' c"m

rerated utoclaved Concrete locks of si?e 600A200A230 && in C> '1B6( Confor&ing to :,2185 part - ::: - 1$84 and :, 6441 - 1$72 aving co&pressive strengt of 3 =&&2 of erocon irolite or euivalent products including cost seigniorage and conveyance of all &aterials andwater fro& approved sources to work site and all operational incidental la/our carges suc asscaolding &iing &ortar constructing &asonry lift carges curing etc" co&plete for Dnised

dd .tra 20% > on +a/ourCarges

dd .tra 14% for Contarctors proDtand overeads



40/40

2

on +a/our 20"00 % 361"00 72"20

+ift Carges 10"00 % 622"30 62"23

dd .tra 20% > on +a/our 20"00 % 62"23 12"45

14"00 % 8822"40 1235"14

'00().(,

r say '00(+

per ' c"m

3

A4. MATERIAL E*UIPMENT

'1B6( Confor&ing to :, 2185part - ::: - 1$84 and :, 6441 - 1$72 aving co&pressive strengt of 3 =&&2 of erocon irolite or euivalent products including cost seigniorage and conveyance of all &aterials andwater fro& approved sources to work site and all operational incidental la/our carges suc asscaolding &iing &ortar constructing &asonry lift carges curing etc" co&plete for Dnisedite& of work as per ,, 504 for ,uperstructure"

dd .tra 20% > on +a/ourCarges

dd .tra 14% for Contarctors proDt

and overeads


#roviding and laying cinder concrete &i '1B15( proportion using 12"5&& no&inal si?e cinderlaid in layers and co&pacted as directed for Dlling sunken ;oors including cost and conveyanceof all &aterials water to work site seigniorage carges and all operational incidental la/ourcarges suc as &iing ce&ent cinder etc" co&plete for Dnised ite& of work"

Hindupur We of Court Bld

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Transcript of Hindupur We of Court Bld