Govt. Degree College Kuppam Est.1030.00 lakhs.xlsx

8/18/2019 Govt. Degree College Kuppam Est.1030.00 lakhs.xlsx

1/516S Tank P No 1

SUB ESTIMATE: CONSTRUCTION OF SEPTIC TANK

Sl.No Description of work No. Measurements Qty Unit Rate Per

L B D

1

Septic Tank 1 X 1 10.20 3.0 2.20 !".#2 Cum

for Soak pit 1 X 1 3.00 3.00 1.20 10.!0

!.32

100.00 Cum 122.45 1Cum2

1 X 1 10.20 3.0 0.10 3.!

Say $.00 Cum 3388.15 1Cum

3

1 X 1 !.0 2."0 0.0! 1.2

Say 2.00 Cum 6509.35 1Cum

$

%lroun& 1 X 1 2#.00 0.'0 1.20 1!.00

1 X 1 2#.00 0.$# 1.3# 1#.1

(otal 33.1

Say 34.00 Cum 2680.45 Cum

#

)or *affle walls 1 X 2 3.00 + 0.' 3.'0 Sqmt 286.15 1Sqmt

'

1 X $ 3.00 0.12 1.#0 2.1' Cum

!"# $% T '$R( )* C$STRUCT+$ $% P!R!"!#T ,$-T. P$/T#C&+C C$#,# %$R$,+P#T - !$# " + "#!( +ST

Contruction of Septic Tank of ie 8.90 7 2.0 7 2.10"t Cear Sie an: oak pit of 3.00 7 3.00 "t. ie +S1985

,art- work eca/ation an& &epositin on *ank Manual means wit- initial lea& of 10m an& initial lift of 3m in

Loamy 4layey Soils like B4 Soils5 6e& ,art- 7r&inary 8ra/elly Soils SS 20+B inclu&in all operationalinci&ental la*our c-ares suc- as s-orin5 struttin5 s-eetin5 plankin an& &ewaterin inclu&in cost of -irec-ares of ( 95 la*our c-ares etc.5 complete for finis-e& item of work eclu&in seinerae c-ares an&&ewaterin c-ares etc.5 complete for Septic tank soak pit an& sump.%9SS No. 30!

9lain 4ement 4oncrete correspon&in to M# ra&e as per :S $#' e;ui/alent to 1

No. '01 '1#

4onstruction of #0.!mm t-ick 64M Baffle wall wit- 2.2'" ? steel an& ra*it wire mes- in 4M 1


2/516S Tank P No 2

76 Say 2.25 Cum 39.4 Cum

"

Lon walls 1 X 2 !.0 2.20 3.1'

S-ort walls 1 X $ 2."0 2.20 23."'

1 X 1 !.0 2."0 + 2$.03

!'.#

Say 8.00 Sqmt 328.5 1Sqmt

!

12#mm t-ick sla* 1 X 1 .0 3.'0 + 3#.'$

Say 36.00 Sqmt 1066.20 1Sqmt

1 X 1 0.# 0.#0 "T 5851.30 1 "T

10

1 X 1 1 o. 2561.60 #ac;

11

1 X 2 2 o. 803.0 #ac;

12

1 X # 5 o. 0.0 #ac;

T$T!

#REF! Dy. Executive Engineer Asst. Executive Engineer

APEWIDC, MADANAPALLI APEWIDC, KUPPAM

9ro/i&in imper/ious coat o/er 644 roof sla* to re;uire& slopes wit- 4M 1i- Fiel& Strent- Deforme& >FSD steel *ars )e $1# ra&e as per :S 1"!'+1!# of !mm to$0mm &iameters5 cuttin5 *en&in5 to re;uire& si=es an& s-apes placin in position wit- co/er *locks ofappro/e& si=e an& *in&in wire of 20S85 formin rills for reinforcement work as per appro/e& &esinsan& &rawins inclu&in cost an& con/eyance of *ars from appro/e& sources to site of work5 inclu&in costan& con/eyance of *in&in wire5 co/er *locks5 c-airs5 o/erlaps5 spacers5 &owels5 wastae etc.5 an& alloperational5 inci&ental5 an& la*our c-ares suc- as cuttin5 *en&in5 placin in position5 tyin etc.5 an& sales ot-er taes5on cost of all materials complete for finis-e& item of work %9SS No.12'

3'G0.12#G110 H$# ?s

Supply an& fiin of 100 mm &ia 4: Cent pipe of 3 mts lent- &ou*le socket fitte& wit- %4 cowl an& mos;uitoproof wire mes- inclu&in cost an& con/eyance of all materials to site an& la*our c-ares for placin an&fiin in position etc.5 complete for finis-e& item of work.

Supply )iin of 22I &ia 644 4o/er for man-ole wit- nominal reinforecement 3I t-ick wit- -ooks for lfiftininclu&in cost an& con/eyance of all materials5 la*our c-ares etc.5 complete for finis-e& tiem of work

Supply an& )iin of 4: Steps for Septic (ank Man-ole complete for finis-e& item of work inclu&in cost an&con/eyance of all materials to site5 all la*our c-ares5 sales an& ot-er taes on all materials etc.5 completefor finis-e& item of work.


3/516S Tank P No 3

u erinten"in En ineerAPEWIDC, KADAPA


4/516S Tank P No 4

!mount

12245.00

13553.00

13019.00

91135.00

1030.00

$"# !T

40 *


5/516S Tank P No 5

8949.00

28601.00

38383.00

29286.00

2562.00

160.00

354.00

24024.00


6/516S Tank P No 6


7/516

ABOUT ESTIMATE

1 Name of the work

3 Section Asst. Engineer (APEWIDC)

Section : !PPA"

# S$% & Di'ision D. Eec$ti'e Engineer (APEWIDC)

S$%&Di'ision : C*I++,,-

Di'ision Eec$ti'e Engineer (APEWIDC)Di'ision : C*I++,,-

/ Circ0e S$erinten2ing Engineer (APEWIDC)

Circ0e : ADAPA

Constr$ction of o't. Degree Co00ege at !PPA"(4) of !PPA" (")C*I++,,- District


8/516GF-AHDC Page 8 of 517

'$R(+, #ST+"!T#

SU< #ST+"!T#) $ $R"+T!R/

SNo Description of work No L B D Qty 6ate

1

MB. No.326/A/MD, Pg. No.1 to 4

%or %oun:ation pit

A/56 1 1 7.18 7.18 1.98 .3;

A56# 1 1 7.78 7.78 1.; .#;

A956# 1 1 7.78 7.78 1.;/ .1

A1156# 1 1 7.78 7.78 1.; ./1

A1/56# 1 1 7.78 7.78 1.97 9.79

A156# 1 1 7.78 7.78 1./ .13

A1956# 1 1 7.78 7.78 1. .9

A7156 1 1 7.18 7.18 1.; ;.;1



>56/ 1 1 1.9 1.9 1.7 /.97

>7756/ 1 1 1.9 1.9 1.97 ;.38

>7356; 1 1 1.; 1.; 1. .//

>7#563 1 1 7.3 7.3 1./ 18.7;

>7/567 1 1 7.# 7.# 1. 11.7

/56-1 1 1 1.8 7. 1.3 9.3

563 1 1 7.3 7.3 1.9/ 18.7

9563 1 1 7.3 7.3 1.97 18./8

11561 1 1 7./8 7./8 1. 17.8

1/561 1 1 7./8 7./8 1.; 17./#1563 1 1 7.3 7.3 1.9 18.#3

19563 1 1 7.3 7.3 1. 18.71

7156-1 1 1 1.8 7. 1./ 9.#

?156 1 1 7.18 7.18 1.; .7#

?3567 1 1 7.# 7.# 1.9 11.3#

?#56/ 1 1 1.9 1.9 1./ ;.8;

?7356/ 1 1 1.9 1.9 1. ;.1#

?7#567 1 1 7.# 7.# 1. 11.18

?7/56 1 1 7.18 7.18 1.;9 ;.9

"756 1 1 7.18 7.18 1.7 .87

"#56 1 1 7.18 7.18 1.; ;.#

"/56-7 1 1 7.18 3. 1.;9 13.3#"567 1 1 7.# 7.# 1.8 18.8

"18563 1 1 7.3 7.3 1.# 18.1/

"13567 1 1 7.# 7.# 1.1 18./

"1567 1 1 7.# 7.# 1./ 11.1/

"1;563 1 1 7.3 7.3 1.8 9.9#

"78567 1 1 7.# 7.# 1.;9 18.;#

"7756-7 1 1 7.18 3. 1.;/ 13.17

"7356 1 1 7.18 7.18 1.8 ;.93

"756 1 1 7.18 7.18 1. .1

N756; 1 1 1.; 1.; 1.7 .;

N#56; 1 1 1.; 1.; 1.;9 .#

N7356; 1 1 1.; 1.; 1.8 .1

N756; 1 1 1.; 1.; 1. .//

P/56 1 1 7.18 7.18 1.3 .8;

P;563 1 1 7.3 7.3 1.7 18.8

P18563 1 1 7.3 7.3 1.;9 9.

P1356# 1 1 7.78 7.78 1.8 .;1

P1#56# 1 1 7.78 7.78 1.# .98

P1;563 1 1 7.3 7.3 1./ 18.7;

P78563 1 1 7.3 7.3 1.7 18.8

P7156 1 1 7.18 7.18 1.# .11

867.39

MB. No.326/A/MD, Pg. No.6 to 91561 1 1 1.9 1.9 1.8 .;8

61561 1 1 1.9 1.9 1./8 /.8/

E1561 1 1 1.9 1.9 1./ .91

D1561 1 1 1.9 1.9 1.// /.79



63567 1 1 7.1 7.1 1.## /./3

E#567 1 1 7.1 7.1 1. .//

D#567 1 1 7.1 7.1 1. .7

/563 1 1 7.3 7.3 1.31 ;.78

*/563 1 1 7.3 7.3 1./; 9.19

/5-61 1 1 7.7 7.9 1.;; 11.;1

6/563 1 1 7.3 7.3 1./ 18.7# >;567 1 1 7.1 7.1 1.;9 .7

I;5-61 1 1 7.7 7.9 1./ 11.11

;5-61 1 1 7.7 7.9 1.3 17.11

6;563 1 1 7.3 7.3 1.9 18.98

E;563 1 1 7.3 7.3 1.9 18.98

C;563 1 1 7.3 7.3 7.81 11.8;

567 1 1 7.1 7.1 1./ ;.;#

*56# 1 1 7. 7. 1./3 18./

56 1 1 7.; 7.; 1.;8 17.

E56# 1 1 7. 7. 1.; 11.#

C567 1 1 7.1 7.1 1.9 9.17



618563 1 1 7.3 7.3 7.8# 11.73

E1856/ 1 1 7.9 7.9 1.93 1/.;9

1#567 1 1 7.1 7.1 7.8 9.#;

I1#5-61 1 1 7.7 7.9 1.98 17./1

1#5-61 1 1 7.7 7.9 1.9 17.9#

61#563 1 1 7.3 7.3 7.18 11.9

E1#563 1 1 7.3 7.3 7.38 17.;8

C1#563 1 1 7.3 7.3 7./ 1#./3

1563 1 1 7.3 7.3 7.88 11.8#

*1563 1 1 7.3 7.3 1.97 18./8

15-61 1 1 7.7 7.9 7.8 13./8

61563 1 1 7.3 7.3 7.78 17.1#E1/567 1 1 7.1 7.1 7.#8 11.89

C1/567 1 1 7.1 7.1 7. 11.;

E1;567 1 1 7.1 7.1 7.#8 11.89

D1;567 1 1 7.1 7.1 7.8 11.

1561 1 1 1.9 1.9 7.38 .;#

*156# 1 1 7. 7. 7.3 1.7

1563 1 1 7.3 7.3 7.#8 13.7

61567 1 1 7.1 7.1 7.# 11.37

I19561 1 1 1.9 1.9 1.;9 /.;

19561 1 1 1.9 1.9 1.93 ;.31

619563 1 1 7.3 7.3 7.87 11.17

E19563 1 1 7.3 7.3 7.73 17.79

D19563 1 1 7.3 7.3 7.78 17.17



B"+B! 1 1 3.1! 0.'0 0."# 1.#3

B+B10 1 1 2.! 0.'0 0."# 1.3#

B10+B11 1 1 2.$! 0.'0 0."# 1.11

B11+B12 1 1 2.! 0.'0 0."# 1.3#

B13+B1$ 1 1 3.1! 0.'0 0."# 1.#3

B1"+B1 1 1 3.1! 0.'0 0."# 1.#3

B1+B20 1 1 3.1! 0.'0 0."# 1.#3

4'+4" 1 1 0.01 0.'0 0."# 8.88

41$+41' 1 1 0.01 0.'0 0."# 8.88

,1+,1J 0 1 +0.02 0.'0 0."# 8.88,$+,# 1 1 0.0! 0.'0 0."# 8.83

,!+, 1 1 0.!! 0.'0 0."# 8.39

,12+,13 1 1 0.!! 0.'0 0."# 8.39

,1'+,1" 1 1 0.0! 0.'0 0."# 8.83

,20J+,20 0 1 +0.02 0.'0 0."# 8.88

)1+)1J 0 1 +0.02 0.'0 0."# 8.88

)2+)3 1 1 0. 0.'0 0."# 8.##

)1!+)1 1 1 0. 0.'0 0."# 8.##

8'+8" 1 1 0.01 0.'0 0."# 8.88

8!+8 1 1 0."! 0.'0 0."# 8.3

812+813 1 1 0."! 0.'0 0."# 8.3

81$+81# 1 1 0.01 0.'0 0."# 8.88:1+:2 1 1 3.2! 0.'0 0."# 1.#;

:+:10 1 X 1 2.!! 0.'0 0."# 1.79

:10+:11 1 1 2.$! 0.'0 0."# 1.11

:11+:12 1 1 2.!! 0.'0 0."# 1.79

:1+:20 1 1 3.2! 0.'0 0."# 1.#;

K3+K' 1 1 3.11 0.'0 0."# 1.39

K"+K! 1 1 3.0! 0.'0 0."# 1.3

K13+K1$ 1 1 3.0! 0.'0 0."# 1.3

K1#+K1! 1 1 3.11 0.'0 0."# 1.39

B1+D1 1 1 2.#' 0.'0 0."# 1.1#

D1+,1 1 1 1."# 0.'0 0."# 8.;

)1+81 1 1 1.#' 0.'0 0."# 8./9

81+:1 1 1 2."# 0.'0 0."# 1.73

,1J+)1J 1 1 0."! 0.'0 0."# 8.3

)2+82 1 1 1.'' 0.'0 0."# 8.;#

82+:2 1 1 2."# 0.'0 0."# 1.73

)3+83 1 1 1.#' 0.'0 0."# 8./9

83+>3 1 1 1.# 0.'0 0."# 8.;

>3+K3 1 1 1.'' 0.'0 0."# 8.;#

B$+D$ 1 1 2.$' 0.'0 0."# 1.18

D$+,$ 1 1 1.!# 0.'0 0."# 8.3

4#+,# 1 1 3.12 0.'0 0."# 1.#8

8'+>' 1 1 2.0# 0.'0 0."# 8.97>'+K' 1 1 1.#' 0.'0 0."# 8.;8

B"+4" 1 1 2.2' 0.'0 0."# 1.81

4"+," 1 1 2.32 0.'0 0."# 1.8#

8"+>" 1 1 1.3# 0.'0 0."# 8./8

>"+K" 1 1 1."' 0.'0 0."# 8.;

B!+D! 1 1 2.$' 0.'0 0."# 1.18

D!+,! 1 1 1.'$ 0.'0 0."# 8.;3

8!+>! 1 1 1.'# 0.'0 0."# 8.;#

>!+K! 1 1 1.' 0.'0 0."# 8.;

B+D 1 1 2.$' 0.'0 0."# 1.18

D+, 1 1 1.!# 0.'0 0."# 8.3

8+: 1 1 2.'# 0.'0 0."# 1.19B12+D12 1 1 2.$' 0.'0 0."# 1.18

D12+,12 1 1 1.!# 0.'0 0."# 8.3

812+:12 1 1 2.'# 0.'0 0."# 1.19



B13+D13 1 1 2.$' 0.'0 0."# 1.18

D13+,13 1 1 1.'$ 0.'0 0."# 8.;3

813+>13 1 1 1.'# 0.'0 0."# 8.;#

>13+K13 1 1 1.' 0.'0 0."# 8.;

B1$+41$ 1 1 2.2' 0.'0 0."# 1.81

41$+,1$ 1 1 2.32 0.'0 0."# 1.8#

81$+>1$ 1 1 1.3# 0.'0 0."# 8./8

>1$+K1$ 1 1 1."' 0.'0 0."# 8.;

81#+>1# 1 1 2.0# 0.'0 0."# 8.97

>1#+K1# 1 1 1.#' 0.'0 0."# 8.;841'+,1' 1 1 3.12 0.'0 0."# 1.#8

B1"+D1" 1 1 2.$' 0.'0 0."# 1.18

D1"+,1" 1 1 1.!# 0.'0 0."# 8.3

)1!+81! 1 1 1.#' 0.'0 0."# 8./9

81!+>1! 1 1 1.# 0.'0 0."# 8.;

>1!+K1! 1 1 1.'' 0.'0 0."# 8.;#

)1+81 1 1 1.'' 0.'0 0."# 8.;#

81+:1 1 1 2."# 0.'0 0."# 1.73

B20+D20 1 1 2.#' 0.'0 0."# 1.1#

D20+,20 1 1 1."# 0.'0 0."# 8.;

,20J+)20J 1 1 0."! 0.'0 0."# 8.3

)20+820 1 1 1.#' 0.'0 0."# 8./9820+:20 1 X 1 2."# 0.'0 0."# 1.73

12.88

1939.9 4um 6,)

2

MB. No.326/A/MD, Pg. No.1+

:n )1+)ootins 1 23 1.# 1.# 0.1# 13.17

:n )2+)ootins 1 23 2.1# 2.1# 0.1# 1.9

:n )3+)ootins 1 22 2.3# 2.3# 0.1# 1.77

:n )$+)ootins 1 # 2.## 2.## 0.1# #.

:n )#+)ootins 1 " 2."# 2."# 0.1# ;.9#

:n )'+)ootins 1 2 2.# 2.# 0.1# 7./1

:n 6)1+)ootins 1 ' 2.2# 2.# 0.1# .9;

68.69

To be doe

:n )1+)ootins 1 2 1.# 1.# 0.1# 1.1#

:n )2+)ootins 1 # 2.1# 2.1# 0.1# 3.#/

:n )$+)ootins 1 1 2.## 2.## 0.1# 8.9;

:n )#+)ootins 1 1 2."# 2."# 0.1# 1.13

:n )"+)ootins 1 2 1.$0 1.$ 0.1# 8.

.28

5.9 4um 6,)

9lain 4ement 4oncrete correspon&in to M".# ra&e as per :S $#' e;ui/alent to1



3

!o" E'te"$( M$*o"- o#te" g"%d be$*0To be doe

B1+B2 1 1 $.0 0.'0 0.1# 0.$$

B2+B$ 1 1 $.0 0.'0 0.1# 0.$$

B"+B! 1 1 $.!' 0.'0 0.1# 0.$$

B+B10 1 1 $.#' 0.'0 0.1# 0.$1

B10+B11 1 1 #.00 0.'0 0.1# 0.$#

B11+B12 1 1 $.'3 0.'0 0.1# 0.$2

B13+B1$ 1 1 $.!' 0.'0 0.1# 0.$$

B1"+B1 1 1 $.3 0.'0 0.1# 0.$$

B1+B20 1 1 $.!' 0.'0 0.1# 0.$$

4#+4" 1 1 3.0" 0.'0 0.1# 0.2!

41$+41' 1 1 3.0" 0.'0 0.1# 0.2!

,1+,1J 1 1 0."3 0.'0 0.1# 0.0"

,$+,# 1 1 1.3 0.'0 0.1# 0.1"

,!+, 1 1 3.00 0.'0 0.1# 0.2"

,12+,13 1 1 3.00 0.'0 0.1# 0.2"

,1'+,1" 1 1 1.3 0.'0 0.1# 0.1"

,20J+,20 1 1 0."3 0.'0 0.1# 0.0"

)1+)1J 1 1 0."3 0.'0 0.1# 0.0"

)2+)3 1 1 3.01 0.'0 0.1# 0.2"

)1!+)1 1 1 3.01 0.'0 0.1# 0.2"

)20J+)20 1 1 0."3 0.'0 0.1# 0.0"

8'+8" 1 1 2.03 0.'0 0.1# 0.1!8!+8 1 1 3.00 0.'0 0.1# 0.2"

812+813 1 1 3.00 0.'0 0.1# 0.2"

81$+81# 1 1 2.03 0.'0 0.1# 0.1!

:1+:2 1 1 $.!' 0.'0 0.1# 0.$$

:+:10 1 X 1 $.!' 0.'0 0.1# 0.$$

:10+:11 1 1 $.!' 0.'0 0.1# 0.$$

:11+:12 1 1 $.!' 0.'0 0.1# 0.$$

:1+:20 1 1 $.!' 0.'0 0.1# 0.$$

K3+K' 1 1 $.! 0.'0 0.1# 0.$$

K"+K! 1 1 $.3 0.'0 0.1# 0.$$

K13+K1$ 1 1 $.3 0.'0 0.1# 0.$$

K1#+K1! 1 1 $.! 0.'0 0.1# 0.$$B1+D1 1 1 3.!" 0.'0 0.1# 0.3#

D1+,1 1 1 3.2 0.'0 0.1# 0.30

)1+81 1 1 3.0' 0.'0 0.1# 0.2"

81+:1 1 1 3.# 0.'0 0.1# 0.3'

,1J+)1J 1 1 2.#0 0.'0 0.1# 0.23

)2+82 1 1 2.1 0.'0 0.1# 0.2'

82+:2 1 1 $.10 0.'0 0.1# 0.3"

)3+83 1 1 3.21 0.'0 0.1# 0.2

83+>3 1 1 3.3" 0.'0 0.1# 0.30

>3+K3 1 1 3.# 0.'0 0.1# 0.32

B$+D$ 1 1 3.!" 0.'0 0.1# 0.3#

D$+,$ 1 1 3.1$ 0.'0 0.1# 0.2!

4#+,# 1 1 $.00 0.'0 0.1# 0.3'

8'+>' 1 1 3.22 0.'0 0.1# 0.2

>'+K' 1 1 3.# 0.'0 0.1# 0.32

9lain 4ement 4oncrete correspon&in to M# ra&e as per :S $#' e;ui/alent to1



B"+4" 1 1 3.00 0.'0 0.1# 0.2"

4"+," 1 1 $.00 0.'0 0.1# 0.3'

8"+>" 1 1 3.22 0.'0 0.1# 0.2

>"+K" 1 1 3.# 0.'0 0.1# 0.32

B!+D! 1 1 3.00 0.'0 0.1# 0.2"

4!+,! 1 1 $.00 0.'0 0.1# 0.3'

8!+>! 1 1 3.22 0.'0 0.1# 0.2

>!+K! 1 1 3.# 0.'0 0.1# 0.32

B+D 1 1 3.!" 0.'0 0.1# 0.3#

D+, 1 1 3.1$ 0.'0 0.1# 0.2!8+: 1 1 3.# 0.'0 0.1# 0.3'

B12+D12 1 1 3.!" 0.'0 0.1# 0.3#

D12+,12 1 1 3.1$ 0.'0 0.1# 0.2!

812+:12 1 1 3.# 0.'0 0.1# 0.3'

B13+413 1 1 3.# 0.'0 0.1# 0.32

413+,13 1 1 3.00 0.'0 0.1# 0.2"

813+>13 1 1 $.00 0.'0 0.1# 0.3'

>13+K13 1 1 3.22 0.'0 0.1# 0.2

B1$+41$ 1 1 3.00 0.'0 0.1# 0.2"

41$+,1$ 1 1 $.00 0.'0 0.1# 0.3'

81$+>1$ 1 1 3.22 0.'0 0.1# 0.2

>1$+K1$ 1 1 3.# 0.'0 0.1# 0.3281#+>1# 1 1 3.22 0.'0 0.1# 0.2

>1#+K1# 1 1 $.00 0.'0 0.1# 0.3'

41'+,1' 1 1 $.00 0.'0 0.1# 0.3'

B1"+D1" 1 1 $.00 0.'0 0.1# 0.3'

D1"+,1" 1 1 3.' 0.'0 0.1# 0.33

)1!+81! 1 1 3.21 0.'0 0.1# 0.2

81!+>1! 1 1 3.3" 0.'0 0.1# 0.30

>1!+K1! 1 1 3.# 0.'0 0.1# 0.32

)1+81 1 1 2.1 0.'0 0.1# 0.2'

81+:1 1 1 $.10 0.'0 0.1# 0.3"

B20+D20 1 1 3.!" 0.'0 0.1# 0.3#

D20+,20 1 1 3.2 0.'0 0.1# 0.30

,20J+)20J 1 1 3.0' 0.'0 0.1# 0.2"

)20+820 1 1 3.# 0.'0 0.1# 0.3'

820+:20 1 X 1 2.#0 0.'0 0.1# 0.23

Un:er +nterna Pint; >eam

%10+%11 1 X 1 #.00 0.$# 0.1# 0.3$

4"+4!5413+41$ 1 X 2 $.#' 0.$# 0.1# 0.'2

1 X ' #.23 0.$# 0.1# 2.12

1 X #.00 0.$# 0.1# 3.0$

,#+,"5,1$+,1' 1 X 2 3.0" 0.$# 0.1# 0.$1

1 X #.00 0.$# 0.1# 3.0$

)'+)"5)1$+)1# 1 X 2 2.03 0.$# 0.1# 0.2"

1 X #.00 0.$# 0.1# 3.0$

>3+>'5>"+>!5>13+>1$5 >1#+>1!. 1 X $ #.00 0.$# 0.1# 1.3#

B2+D2 1 X 1 3.!" 0.$# 0.1# 0.2'

D2+,2 1 X 1 3.2 0.$# 0.1# 0.22

)'+8' 1 X 1 3.21 0.$# 0.1# 0.22)"+8" 1 X 1 3.21 0.$# 0.1# 0.22

,!+8! 1 X 1 '.01 0.$# 0.1# 0.$1

,+8 1 X 1 '.01 0.$# 0.1# 0.$1

D1+D25D2+D$5D+D105D11+D125D1"+D15D1+D20.

,1+,25,2+,$.,"+,!5 ,+,105,10+,115,11+,125 ,13+

,1$5,1"+,15,1+,20.

)1+)25)3+)'5)"+)!5)+)105 )10+)115)11+)125)13+)1$5 )1#+)1!5)1+)20

81+82583+8'58"+8!58+8105 810+8115811+8125813+81$5 81#+81!581+820


16/516



,1+,1J 1 1 0."3 0.$# 0.'0 0.20

,$+,# 1 1 1.3 0.$# 0.'0 0.#2

,!+, 1 1 3.00 0.$# 0.'0 0.!1

,12+,13 1 1 3.00 0.$# 0.'0 0.!1

,1'+,1" 1 1 1.3 0.$# 0.'0 0.#2

,20J+,20 1 1 0."3 0.$# 0.'0 0.20

)1+)1J 1 1 0."3 0.$# 0.'0 0.20

)2+)3 1 1 3.01 0.$# 0.'0 0.!1

)1!+)1 1 1 3.01 0.$# 0.'0 0.!1

)20J+)20 1 1 0."3 0.$# 0.'0 0.208'+8" 1 1 2.03 0.$# 0.'0 0.##

8!+8 1 1 3.00 0.$# 0.'0 0.!1

812+813 1 1 3.00 0.$# 0.'0 0.!1

81$+81# 1 1 2.03 0.$# 0.'0 0.##

:1+:2 1 1 $.!' 0.$# 0.'0 1.31

:+:10 1 X 1 $.!' 0.$# 0.'0 1.31

:10+:11 1 1 $.!' 0.$# 0.'0 1.31

:11+:12 1 1 $.!' 0.$# 0.'0 1.31

:1+:20 1 1 $.!' 0.$# 0.'0 1.31

K3+K' 1 1 $.! 0.$# 0.'0 1.32

K"+K! 1 1 $.3 0.$# 0.'0 1.33

K13+K1$ 1 1 $.3 0.$# 0.'0 1.33K1#+K1! 1 1 $.! 0.$# 0.'0 1.32

B1+D1 1 1 3.!" 0.$# 0.'0 1.0$

D1+,1 1 1 3.2 0.$# 0.'0 0.!

)1+81 1 1 3.0' 0.$# 0.'0 0.!2

81+:1 1 1 3.# 0.$# 0.'0 1.0"

,1J+)1J 1 1 2.#0 0.$# 0.'0 0.'!

)2+82 1 1 2.1 0.$# 0.'0 0."!

82+:2 1 1 $.10 0.$# 0.'0 1.11

)3+83 1 1 3.21 0.$# 0.'0 0.!"

83+>3 1 1 3.3" 0.$# 0.'0 0.1

>3+K3 1 1 3.# 0.$# 0.'0 0."

B$+D$ 1 1 3.!" 0.$# 0.'0 1.0$

D$+,$ 1 1 3.1$ 0.$# 0.'0 0.!#

4#+,# 1 1 $.00 0.$# 0.'0 1.0!

8'+>' 1 1 3.22 0.$# 0.'0 0.!"

>'+K' 1 1 3.# 0.$# 0.'0 0."

B"+4" 1 1 3.00 0.$# 0.'0 0.!1

4"+," 1 1 $.00 0.$# 0.'0 1.0!

8"+>" 1 1 3.22 0.$# 0.'0 0.!"

>"+K" 1 1 3.# 0.$# 0.'0 0."

B!+D! 1 1 3.00 0.$# 0.'0 0.!1

4!+,! 1 1 $.00 0.$# 0.'0 1.0!

8!+>! 1 1 3.22 0.$# 0.'0 0.!">!+K! 1 1 3.# 0.$# 0.'0 0."

B+D 1 1 3.!" 0.$# 0.'0 1.0$

D+, 1 1 3.1$ 0.$# 0.'0 0.!#

8+: 1 1 3.# 0.$# 0.'0 1.0"

B12+D12 1 1 3.!" 0.$# 0.'0 1.0$

D12+,12 1 1 3.1$ 0.$# 0.'0 0.!#

812+:12 1 1 3.# 0.$# 0.'0 1.0"

B13+413 1 1 3.# 0.$# 0.'0 0."

413+,13 1 1 3.00 0.$# 0.'0 0.!1

813+>13 1 1 $.00 0.$# 0.'0 1.0!

>13+K13 1 1 3.22 0.$# 0.'0 0.!"

B1$+41$ 1 1 3.00 0.$# 0.'0 0.!141$+,1$ 1 1 $.00 0.$# 0.'0 1.0!

81$+>1$ 1 1 3.22 0.$# 0.'0 0.!"

>1$+K1$ 1 1 3.# 0.$# 0.'0 0."



81#+>1# 1 1 3.22 0.$# 0.'0 0.!"

>1#+K1# 1 1 $.00 0.$# 0.'0 1.0!

41'+,1' 1 1 $.00 0.$# 0.'0 1.0!

B1"+D1" 1 1 $.00 0.$# 0.'0 1.0!

D1"+,1" 1 1 3.' 0.$# 0.'0 1.00

)1!+81! 1 1 3.21 0.$# 0.'0 0.!"

81!+>1! 1 1 3.3" 0.$# 0.'0 0.1

>1!+K1! 1 1 3.# 0.$# 0.'0 0."

)1+81 1 1 2.1 0.$# 0.'0 0."!

81+:1 1 1 $.10 0.$# 0.'0 1.11B20+D20 1 1 3.!" 0.$# 0.'0 1.0$

D20+,20 1 1 3.2 0.$# 0.'0 0.!

,20J+)20J 1 1 3.0' 0.$# 0.'0 0.!2

)20+820 1 1 3.# 0.$# 0.'0 1.0"

820+:20 1 X 1 2.#0 0.$# 0.'0 0.'!

!>oAe ,roun: eAe 0.00

B1+B2 1 1 $.0 0.$# 0.'0 1.32

B2+B$ 1 1 $.0 0.$# 0.'0 1.32

B"+B! 1 1 $.!' 0.$# 0.'0 1.31

B+B10 1 1 $.#' 0.$# 0.'0 1.23

B10+B11 1 1 #.00 0.$# 0.'0 1.3#

B11+B12 1 1 $.'3 0.$# 0.'0 1.2#B13+B1$ 1 1 $.!' 0.$# 0.'0 1.31

B1"+B1 1 1 $.3 0.$# 0.'0 1.33

B1+B20 1 1 $.!' 0.$# 0.'0 1.31

4#+4" 1 1 3.0" 0.$# 0.'0 0.!3

41$+41' 1 1 3.0" 0.$# 0.'0 0.!3

,1+,1J 1 1 0."3 0.$# 0.'0 0.20

,$+,# 1 1 1.3 0.$# 0.'0 0.#2

,!+, 1 1 3.00 0.$# 0.'0 0.!1

,12+,13 1 1 3.00 0.$# 0.'0 0.!1

,1'+,1" 1 1 1.3 0.$# 0.'0 0.#2

,20J+,20 1 1 0."3 0.$# 0.'0 0.20

)1+)1J 1 1 0."3 0.$# 0.'0 0.20

)2+)3 1 1 3.01 0.$# 0.'0 0.!1

)1!+)1 1 1 3.01 0.$# 0.'0 0.!1

)20J+)20 1 1 0."3 0.$# 0.'0 0.20

8'+8" 1 1 2.03 0.$# 0.'0 0.##

8!+8 1 1 3.00 0.$# 0.'0 0.!1

812+813 1 1 3.00 0.$# 0.'0 0.!1

81$+81# 1 1 2.03 0.$# 0.'0 0.##

:1+:2 1 1 $.!' 0.$# 0.'0 1.31

:+:10 1 X 1 $.!' 0.$# 0.'0 1.31

:10+:11 1 1 $.!' 0.$# 0.'0 1.31

:11+:12 1 1 $.!' 0.$# 0.'0 1.31:1+:20 1 1 $.!' 0.$# 0.'0 1.31

K3+K' 1 1 $.! 0.$# 0.'0 1.32

K"+K! 1 1 $.3 0.$# 0.'0 1.33

K13+K1$ 1 1 $.3 0.$# 0.'0 1.33

K1#+K1! 1 1 $.! 0.$# 0.'0 1.32

B1+D1 1 1 3.!" 0.$# 0.'0 1.0$

D1+,1 1 1 3.2 0.$# 0.'0 0.!

)1+81 1 1 3.0' 0.$# 0.'0 0.!2

81+:1 1 1 3.# 0.$# 0.'0 1.0"

,1J+)1J 1 1 2.#0 0.$# 0.'0 0.'!

)2+82 1 1 2.1 0.$# 0.'0 0."!

82+:2 1 1 $.10 0.$# 0.'0 1.11)3+83 1 1 3.21 0.$# 0.'0 0.!"

83+>3 1 1 3.3" 0.$# 0.'0 0.1

>3+K3 1 1 3.# 0.$# 0.'0 0."



B$+D$ 1 1 3.!" 0.$# 0.'0 1.0$

D$+,$ 1 1 3.1$ 0.$# 0.'0 0.!#

4#+,# 1 1 $.00 0.$# 0.'0 1.0!

8'+>' 1 1 3.22 0.$# 0.'0 0.!"

>'+K' 1 1 3.# 0.$# 0.'0 0."

B"+4" 1 1 3.00 0.$# 0.'0 0.!1

4"+," 1 1 $.00 0.$# 0.'0 1.0!

8"+>" 1 1 3.22 0.$# 0.'0 0.!"

>"+K" 1 1 3.# 0.$# 0.'0 0."

B!+D! 1 1 3.00 0.$# 0.'0 0.!14!+,! 1 1 $.00 0.$# 0.'0 1.0!

8!+>! 1 1 3.22 0.$# 0.'0 0.!"

>!+K! 1 1 3.# 0.$# 0.'0 0."

B+D 1 1 3.!" 0.$# 0.'0 1.0$

D+, 1 1 3.1$ 0.$# 0.'0 0.!#

8+: 1 1 3.# 0.$# 0.'0 1.0"

B12+D12 1 1 3.!" 0.$# 0.'0 1.0$

D12+,12 1 1 3.1$ 0.$# 0.'0 0.!#

812+:12 1 1 3.# 0.$# 0.'0 1.0"

B13+413 1 1 3.# 0.$# 0.'0 0."

413+,13 1 1 3.00 0.$# 0.'0 0.!1

813+>13 1 1 $.00 0.$# 0.'0 1.0!>13+K13 1 1 3.22 0.$# 0.'0 0.!"

B1$+41$ 1 1 3.00 0.$# 0.'0 0.!1

41$+,1$ 1 1 $.00 0.$# 0.'0 1.0!

81$+>1$ 1 1 3.22 0.$# 0.'0 0.!"

>1$+K1$ 1 1 3.# 0.$# 0.'0 0."

81#+>1# 1 1 3.22 0.$# 0.'0 0.!"

>1#+K1# 1 1 $.00 0.$# 0.'0 1.0!

41'+,1' 1 1 $.00 0.$# 0.'0 1.0!

B1"+D1" 1 1 $.00 0.$# 0.'0 1.0!

D1"+,1" 1 1 3.' 0.$# 0.'0 1.00

)1!+81! 1 1 3.21 0.$# 0.'0 0.!"

81!+>1! 1 1 3.3" 0.$# 0.'0 0.1

>1!+K1! 1 1 3.# 0.$# 0.'0 0."

)1+81 1 1 2.1 0.$# 0.'0 0."!

81+:1 1 1 $.10 0.$# 0.'0 1.11

B20+D20 1 1 3.!" 0.$# 0.'0 1.0$

D20+,20 1 1 3.2 0.$# 0.'0 0.!

,20J+)20J 1 1 3.0' 0.$# 0.'0 0.!2

)20+820 1 1 3.# 0.$# 0.'0 1.0"

820+:20 1 X 1 2.#0 0.$# 0.'0 0.'!

1'$.0!

7r say 1'#.00 cum 6,)



#

MB. No.326/A/MD, Pg. No.5

!'".3

To be doe

Tot$( t- o& e'$$ted e$"t 150"2.$0153." 4um 6,)

'

%or %ootin?


:n )1+)ootins 1 2$ 1.8 1.8 8.3 79.1/

:n )2+)ootins 1 23 7.88 7.88 8.3 3#.8:n )3+)ootins 1 22 7.78 7.78 8.#3 #.7

:n )$+)ootins 1 # 7.#8 7.#8 8.# 13./

:n )#+)ootins 1 " 7./8 7./8 8. 7/.83

:n )'+)ootins 1 2 7.8 7.8 8. ./7

:n 6)1+)ootins 1 ' 7.18 7.8 8.7 9.;8

166.95

To >e :one

:n )1+)ootins 1 2 1.8 1.8 8.3 7.#3

:n )2+)ootins 1 # 7.88 7.88 8.3 ;.8

:n )$+)ootins 1 1 7.#8 7.#8 8.#3 7.##:n )#+)ootins 1 1 7./8 7./8 8.# 3.71

:n )"+)ootins 1 2 1.#8 1.#8 8.# 1./

1.44

184.39 cum 6,)

!o" Pede*t$(*

MB. No.326/A/MD, Pg. No.13 14

:n )1+)ootins 1 2$ 0.'0 0.'0 0.'0 .1

:n )2+)ootins 1 23 0."# 0."# 0.'0 ;.;/

:n )3+)ootins 1 22 0."# 0."# 0.'0 ;.#7

:n )$+)ootins 1 # 0."# 0."# 0.'0 1./

:n )#+)ootins 1 " 0."# 0."# 0.'0 7.3/

:n )'+)ootins 1 2 0."# 0."# 0.'0 8./;

:n 6)1+)ootins 1 ' 0."# 0."# 0.'0 7.87

27.+9

To be doe

:n )1+)ootins 1 7 8./8 8./8 8./8 8.#3

:n )2+)ootins 1 8.; 8.; 8./8 1./

:n )$+)ootins 1 1 8.; 8.; 8./8 8.33

:n )#+)ootins 1 1 8.; 8.; 8./8 8.33

:n )"+)ootins 1 7 8./8 8./8 8./8 8.#33.2+

3+.29 cum 6,)

a %or Pint;



%or #7terna Pint;



&6*6 1 1 3.# 0.23 0.30 0.2#



2*#2 1 X 1 3.2 0.23 0.30 0.23

%6*,6 1 X 1 3.21 0.23 0.30 0.22

%*, 1 X 1 3.21 0.23 0.30 0.22

#8*,8 1 X 1 '.01 0.23 0.30 0.$1

#9*,9 1 X 1 '.01 0.23 0.30 0.$1

!10*e :one

Coumn upto >ottom of Pint;



!>oAe ,roun: eAe

B1+B2 1 1 $.0 0.0 $.$1

B2+B$ 1 1 $.0 0.0 $.$1

B"+B! 1 1 $.!' 0.0 $.3"

B+B10 1 1 $.#' 0.0 $.10B10+B11 1 1 #.00 0.0 $.#0

B11+B12 1 1 $.'3 0.0 $.1"

B13+B1$ 1 1 $.!' 0.0 $.3"

B1"+B1 1 1 $.3 0.0 $.$$

B1+B20 1 1 $.!' 0.0 $.3"

4#+4" 1 1 3.0" 0.0 2."'

41$+41' 1 1 3.0" 0.0 2."'

,1+,1J 1 1 0."3 0.0 0.'#

,$+,# 1 1 1.3 0.0 1."$

,!+, 1 1 3.00 0.0 2."0

,12+,13 1 1 3.00 0.0 2."0

,1'+,1" 1 1 1.3 0.0 1."$

,20J+,20 1 1 0."3 0.0 0.'#

)1+)1J 1 1 0."3 0.0 0.'#

)2+)3 1 1 3.01 0.0 2."1

)1!+)1 1 1 3.01 0.0 2."1

)20J+)20 1 1 0."3 0.0 0.'#

8'+8" 1 1 2.03 0.0 1.!3

8!+8 1 1 3.00 0.0 2."0

812+813 1 1 3.00 0.0 2."0

81$+81# 1 1 2.03 0.0 1.!3

:1+:2 1 1 $.!' 0.0 $.3"

:+:10 1 X 1 $.!' 0.0 $.3":10+:11 1 1 $.!' 0.0 $.3"

:11+:12 1 1 $.!' 0.0 $.3"

:1+:20 1 1 $.!' 0.0 $.3"

K3+K' 1 1 $.! 0.0 $.$0

K"+K! 1 1 $.3 0.0 $.$$

K13+K1$ 1 1 $.3 0.0 $.$$

K1#+K1! 1 1 $.! 0.0 $.$0

B1+D1 1 1 3.!" 0.0 3.$!

D1+,1 1 1 3.2 0.0 2.'

)1+81 1 1 3.0' 0.0 2."#

81+:1 1 1 3.# 0.0 3.##

,1J+)1J 1 1 2.#0 0.0 2.2#)2+82 1 1 2.1 0.0 2.'1

82+:2 1 1 $.10 0.0 3.'

)3+83 1 1 3.21 0.0 2.!!

83+>3 1 1 3.3" 0.0 3.03

>3+K3 1 1 3.# 0.0 3.23

B$+D$ 1 1 3.!" 0.0 3.$!

D$+,$ 1 1 3.1$ 0.0 2.!2

4#+,# 1 1 $.00 0.0 3.'0

8'+>' 1 1 3.22 0.0 2.!

>'+K' 1 1 3.# 0.0 3.23

B"+4" 1 1 3.00 0.0 2."0

4"+," 1 1 $.00 0.0 3.'0

8"+>" 1 1 3.22 0.0 2.!

>"+K" 1 1 3.# 0.0 3.23

B!+D! 1 1 3.00 0.0 2."0

)lus- 9ointin to 46S Masonry in 4M1



4!+,! 1 1 $.00 0.0 3.'0

8!+>! 1 1 3.22 0.0 2.!

>!+K! 1 1 3.# 0.0 3.23

B+D 1 1 3.!" 0.0 3.$!

D+, 1 1 3.1$ 0.0 2.!2

8+: 1 1 3.# 0.0 3.##

B12+D12 1 1 3.!" 0.0 3.$!

D12+,12 1 1 3.1$ 0.0 2.!2

812+:12 1 1 3.# 0.0 3.##

B13+413 1 1 3.# 0.0 3.23413+,13 1 1 3.00 0.0 2."0

813+>13 1 1 $.00 0.0 3.'0

>13+K13 1 1 3.22 0.0 2.!

B1$+41$ 1 1 3.00 0.0 2."0

41$+,1$ 1 1 $.00 0.0 3.'0

81$+>1$ 1 1 3.22 0.0 2.!

>1$+K1$ 1 1 3.# 0.0 3.23

81#+>1# 1 1 3.22 0.0 2.!

>1#+K1# 1 1 $.00 0.0 3.'0

41'+,1' 1 1 $.00 0.0 3.'0

B1"+D1" 1 1 $.00 0.0 3.'0

D1"+,1" 1 1 3.' 0.0 3.32)1!+81! 1 1 3.21 0.0 2.!!

81!+>1! 1 1 3.3" 0.0 3.03

>1!+K1! 1 1 3.# 0.0 3.23

)1+81 1 1 2.1 0.0 2.'1

81+:1 1 1 $.10 0.0 3.'

B20+D20 1 1 3.!" 0.0 3.$!

D20+,20 1 1 3.2 0.0 2.'

,20J+)20J 1 1 3.0' 0.0 2."#

)20+820 1 1 3.# 0.0 3.##

820+:20 1 X 1 2.#0 0.0 2.2#

41 1 10 0.$# 0.0 $.0#

42 1 22 0.$# 0.0 !.1

43 1 ' 0.$# 0.0 2.$3

4$ 1 1" 0.$# 0.0 '.!

4# 1 " 0.'0 0.0 3."!

4' 1 ' 0.'0 0.0 3.2$

4" 1 ' 0.'0 0.0 3.2$

30'.00

or say 30'.00 S;m 6,)

Part !

10

* Coumn upto >ottom of Roof



()

42 1 2 0.30 0.$# 2.!0 0.2"

43 1 2 0.30 0.$# 2.!0 0.2"

4$ 1 ' 0.30 0.$# 2.!0 0.!1

4' 1 $ 0.30 0.' 2.!0 0."2

2.0" cum 6,)

c %or Roof



1 2 #.23 3.'1 +3"."'

1 2 #.30 ".'" +!1.30

1 2 3.00 ".'" +$'.02

1 1 ".'" #.00 +3!.3#

oAer portico 1 1 ".3# #.23 3!.$1

150"$.!'

or say 150"#.00 s;m 6,)

%% 1503'.# s;m

S% 1503'.# s;m

T%1 2 3.#3 $. 3$.#

1 1 #.$' #.11# 2".3

'2.#2 s;m 6,)

e %or 15 mm t;ick a> %or ,%%% ES%.

(ype+1 Staircase waist sla* 2 2 3.$1 1.# 20.$'

Mi& lan&in 1 2 3.0" 1.'" 10.2#

(ype+2 Staircase waist sla* 1 1 3.$1 2 '.!2

Mi& lan&in 1 1 #.00 2.23 11.1#

$!.'!

or say $.00 s;m 6,)%% $.00 s;m

S% $.00 s;m

11

8)

7/er Main Door+MD 1 1 #.00 0.23 0.1# 0.1"

7/er Door+D1 1 11 1.#0 0.23 0.1# 0.#"

7/er Door+D2 1 3 1.3# 0.11# 0.1# 0.0"

7/er Door+D' 1 #0 1.0# 0.11# 0.1# 0.1

7/er win&ows+3 1 #! 1.!0 0.23 0.1# 3.'0

7/er 8rill win&ows+8 2 2 3.1 0.23 0.1# 0.$$

7/er 8rill win&ows+81 2 2 3."0 0.23 0.1# 0.#1

7/er 8rill win&ows+82 2 2 2."2 0.23 0.1# 0.3!

7/er 8rill win&ows+83 1 2 3.#1 0.23 0.1# 0.2$

7/er Centilator+C 2 2 2.!0 0.23 0.1# 0.3

7/er Centilator+C1 1 #0 1.20 0.23 0.1# 2.0".3$

or say 10.00 cum 6,)

%%

7/er Main Door+MD 0 1 #.00 0.23 0.1# 0.00

7/er Door+D1 1 11 1.#0 0.23 0.1# 0.#"

7/er Door+D2 0 3 1.3# 0.11# 0.1# 0.00

7/er Door+D' 1 $! 1.0# 0.11# 0.1# 0.!"

7/er win&ows+3 1 #! 1.!0 0.23 0.1# 3.'0

7/er 8rill win&ows+8 2 2 3.1 0.23 0.1# 0.$$

7/er 8rill win&ows+81 2 2 3."0 0.23 0.1# 0.#1

7/er 8rill win&ows+82 2 2 2."2 0.23 0.1# 0.3!

7/er 8rill win&ows+83 1 2 3.#1 0.23 0.1# 0.2$

7/er Centilator+C 2 2 2.!0 0.23 0.1# 0.3

7/er Centilator+C1 1 $! 1.20 0.23 0.1# 1.

!.! cum 6,)

6einforce& cement concrete M20 8ra&e Desin mi *y wei- *atc-in usin 20mm si=e SS# -ar& ranite mac-ine crus-e& ra&e& metal coarse areatefrom appro/e& ;uarry usin miminum ;uantity of 3#0 ?s of cement per 1 cum ofconcrete inclu&in cost an& con/eyance of all materials like cement5 fine areateSan&5 coarse areate5 water etc. to site inclu&in seiniorae c-ares5 sales ot-er taes on all materials5 all operational5 inci&ental5 an& la*or c-ares suc- as9ro/i&in 4entrin s-utterin an& scaffol&in wit- ro s an& steel late as er t-e



S% !.! cum 6,)

12

,%

7/er win&ows+3 1 #! 1.!0 0.' '2.'$

7/er 8rill win&ows+81 2 2 3."0 0.' !.!!

7/er 8rill win&ows+82 2 2 2."2 0.' '.#3

7/er 8rill win&ows+83 1 2 3.#1 0.' $.21

7/er Centilator+C 0 2 2.!0 0.' 0.00

7/er Centilator+C1 0 #0 1.20 0.' 0.00

!2.2'or say !3.00 s;m 6,)

%%S% !3.00 s;m

!3.00 s;m

13 50mm t;ick Patform for ;an: @a; in Toiet >ock

,%%%ES%

1 $ ."! 0.' 23.$"

1 $ ".01 0.' 1'.!2

$0.30 s;m 6,)

%% $0.30 s;m 6,)

S% $0.30 s;m

1$

Main Door+MD 1 ' 0.23 0.23 0.1# 0.0#

D1 11 ' 0.23 0.23 0.1# 0.#2

D2 3 ' 0.12 0.11# 0.1# 0.0$

D' #0 ' 0.12 0.11# 0.1# 0.'08rill win&ows+8 $ $ 0.23 0.23 0.1# 0.13

8rill win&ows+81 $ $ 0.23 0.23 0.1# 0.13

8rill win&ows+82 $ $ 0.23 0.23 0.1# 0.13

8rill win&ows+83 2 $ 0.23 0.23 0.1# 0.0'

Centilator+C $ $ 0.23 0.23 0.1# 0.13

Centilator+C1 $! $ 0.23 0.23 0.1# 1.#2

2 $ 0.23 0.23 0.1# 0.0'

3.3'

or say 3.50 cum 6,)

%% 3.40 cum

S% 3.40 cum

6einforce& cement concrete wit- M 2# ra&e Desin mi *y wei- *atc-in asper usin 20mm si=e SS # mac-ine crus-e& -ar& ranite ra&e& metal coarseareate from appro/e& ;uarry usin a minimum ;uantity of 3#0 ? of cementper 1 4um of concrete inclu&in cost an& con/eyance of all materials like cement5fine areate san& 5coarse areate5 water etc. to site an& cost ofseiniorae c-ares on all materials inclu&in centerin? uin? Ca;e@rina



1#

8)

(ype+1 staircase steps 0.# $2 1.#0 0.3 0.1# 1.$2

(ype+2 Staircase steps 0.# 22 2.00 0.3 0.1# 0.Steps at entrances 0.# ! 1.00 0.# 0.1# 0.30

0.# ' 1.00 0.3 0.1# 0.1$

0.# 3 #.23 0.3 0.1# 0.3#

3.20MB. No.326/A/MD, Pg. No.12

I1 )1 1 1 1.# 1.# 0.0# 0.1

%/. :rreular &ept- 1 1 1.# 1.# 0.30 1.1$

1.33

or aF 4.53 cum R#%D

%% 2.41 cum

S% 2.41 cum

1'

ormitorF Room

Lon walls 1 1! ".3! 0.23 3.1! ".01

4ross walls 2 10 #.00 0.23 3.1! "3.03

4linic >allLon walls 1 2 ".3! 0.23 3.1! 10."!

4ross walls 1 2 #.00 0.23 3.1! ".30

ar&ens room cum Loune

Lon walls 1 2 ".3! 0.23 3.1! !.0!

4ross walls 1 2 #.00 0.23 3.1! ".30

,ntrance Lo**y 1 1 #.00 0.23 3.1! 3.'#

(ype+1 Staircase

Lon walls 1 2 $.11 0.23 3.1! '.00

4ross walls 1 2 3.0# 0.23 3.1! $.$#

(ype+2 Staircase 1 1 #.00 0.23 3.1! 3.'#

Besi&e (ype+1 Staircase 1 2 2.03 0.23 3.1! 2.'

Besi&e 4linic -all 2 2 3.00 0.23 3.1! !."'

Besi&e (oilets 1 2 3.01 0.23 3.1! $.$0

(oilet Block

4ross walls 1 2 3.2! 0.23 3.1! $."!

Lon walls $ 2 ".$ 0.23 3.1# $3.3!

4ross walls 2 $ #.00 0.23 3.1# 2!.!

4orri&or si&e walls 1 2 1#.#3 0.23 3.1! 22.'!

4orri&or en& walls 1 2 2.#0 0.23 3.1! 3.'#

inte e:uction

7/er Main Door+MD 1 1 #.00 0.23 0.1# +0.1"

7/er Door+D1 1 11 1.#0 0.23 0.1# +0.#"

7/er Door+D2 0 3 1.3# 0.11# 0.1# 0.007/er Door+D' 0 #0 1.0# 0.11# 0.1# 0.00

7/er win&ows+3 1 #! 1.!0 0.23 0.1# +3.'0

7/er 8rill win&ows+8 2 2 3.1 0.23 0.1# +0.$$

7/er 8rill win&ows+81 2 2 3."0 0.23 0.1# +0.#1

9lain 4ement 4oncrete M20 Desin Mi *y wei- *atc-in usin 20mm si=eSS# -ar& *laste& ranite mac-ine crus-e& ra&e& metal 4oarse areate fromappro/e& ;uarry5 usin a minimum ;uantity of 3#0 ks. of cement per 1 cum ofconcrete inclu&in cost an& con/eyance of all materials like cement5 fineareate San&5 coarse areate5 water etc.5 to site an& cost of seinioraec-ares on all materials inclu&in steel centerin5 s-utterin5 mac-ine miin5 layinconcrete5 lift c-ares5 curin etc.5 complete for finis-e& item of work for steps %9SSNo. $02

Brick Masonry in superstructure wit- 4M 1



7/er 8rill win&ows+82 2 2 2."2 0.23 0.1# +0.3!

7/er 8rill win&ows+83 1 2 3.#1 0.23 0.1# +0.2$

7/er Centilator+C 2 2 2.!0 0.23 0.1# +0.3

7/er Centilator+C1 1 #0 1.20 0.23 0.1# +2.0"

e:uction

Main Door+MD 1 1 $.00 0.23 2.13 +1.'

Door+D1 1 11 1.20 0.23 2.13 +'.$"

Door+D2 0 3 1.0# 0.23 2.13 0.00

Door+D' 0 12 0."# 0.23 2.13 0.00

win&ows+3 1 #! 1.#0 0.23 1.3# +2".018rill win&ows+8 2 2 2."3 0.23 1.3# +3.3

8rill win&ows+81 2 2 3.2$ 0.23 1.3# +$.02

8rill win&ows+82 2 2 2.2' 0.23 1.3# +2.!1

8rill win&ows+83 1 2 3.0# 0.23 1.3# +1.!

Centilator+C 2 2 2.#0 0.23 0.$# +1.0$

Centilator+C1 $ 12 0.0 0.23 0.$# +$.$"

for Coumn e:uction

41 1 10 0.$# 0.23 3.1! +3.2

42 1 1# 0.$# 0.23 3.1! +$.3

43 1 1# 0.$# 0.23 3.1! +$.3

2''.2

or say 26.00 cum 6,)%% 2'".00

+1!.0!

+1#.3

1 1 1$." 0.23 3.1! 10.!0

1.'

2$'.2 cum 6,)

S% 2'".00

+1!.0!

+1#.3

1 1 1$." 0.23 3.1! 10.!0

1.'

2$'.2 cum 6,)

T%

&ea: room 1 $ $.'" 0.23 2.!0 12.03

1 $ 3.0" 0.23 2.!0 ".1

1 2 #.00 0.23 2.!0 '.$$

1 2 ".'" 0.23 2.!0 .!!

Parapet @a 1 2 '$.!2 0.23 1.00 2.!2

1 2 1.20 0.23 1.00 !.!3

1 2 11.#1 0.23 1.00 #.2

1 2 ".0 0.23 1.00 3.'3

1 2 $.$0 0.23 1.00 2.02

1 ' !.01 0.23 1.00 11.0#1 ' ".0 0.23 1.00 10.0

1 2 $.'" 0.23 1.00 2.1#

$Aer oor 1 1 3 1.50 0.23 0.15 +0.1'

1 3 1.20 0.23 2.13 +1."'

108.03 cum 6,)

1" 6einforce& )lyas- Brick Masonry for partition @a in 4M 1



8)

(oilet Block

Lon walls $ 10 1.#0 2.!# 1"1.00

4ross walls 2 $ "."! 2.!# 1"".2"

:n clinic ar&en room 1 2 2.00 2.!! 11.#0

1 2 1.'2 2.!! .2

1 2 #.00 3.1! 31."#

1 1 3.00 3.$! 10.$3

Lintels 7/er Door+D2 1 3 1.3# 0.1# +0.'1

7/er Door+D' 1 #0 1.0# 0.1# +".!!

D2 1 3 1.0# 2.13 +'."1

D' 1 #0 0."# 2.13 +".!!

31'.1'

or say 31.00 s;m 6,)

%% 2#$.0$

Lintels 7/er Door+D2 1 3 1.3# 0.1# 0.'1

D2 1 3 1.0# 2.13 '."1

6 1 2 0."# 2.13 3.20

264.55 s;m 6,)

S% 2#$.0$

Lintels 7/er Door+D2 1 0 3 1.3# 0.1# 0.'1D2 1 3 1.0# 2.13 '."1

6 1 2 0."# 2.13 3.20

264.56 s;m 6,)

1!

,roun: %oor 2200 Mt 6,)

%irt %oor 2".00 MtSecon: %oor 2".00 Mt

T;ir: %oor $.2$ Mt

1

,roun: %oor 1.00 Mt 6,)%irt %oor 1.00 Mt

Secon: %oor 1.00 Mt

20

Dormitory 6ooms

Lon walls 2 10 ".'" 3.$! #33.0"

9ro/i&in >i- Fiel& Strent- Deforme& steel *ars )e $1#ra&e as per :S 1"!'+1" of &ifferent &iameters5 inclu&in la*our c-ares for cuttin5 *en&in tore;uire& si=es an& s-apes placin in position wit- co/er *locks of appro/e&materials an& si=e an& tyin wit- *in&in wire of 20S85 fo6Min rills forreinforcement work as per appro/e& &esins an& &rawins5 inclu&in cost an&con/eyance of steel *ars5 inclu&in all wastaes suc- as o/erlaps5 couplins5wel&e& @oints5 c-airs5 spacer *ars inclu&in cost an& con/eyance of *in&in wire5

9ro/i&in Mil& steel *ars )e 2#0 ra&e as per :S $32 of &ifferent &iameters5inclu&in la*our c-ares for cuttin5 *en&in to re;uire& si=es an& s-apes placin inposition wit- co/er *locks of appro/e& materials an& si=e an& tyin wit- *in&in wireof 20S85 fo6Min rills for reinforcement work as per appro/e& &esins an&&rawins5 inclu&in cost an& con/eyance of steel *ars5 inclu&in all wastaes suc-as o/erlaps5 couplins5 wel&e& @oints5 c-airs5 spacer *ars inclu&in cost an&con/eyance of *in&in wire5 co/er *locks an& all inci&ental5 operational5 la*our

9lasterin 12mm t-ick in two coats wit- *ase coat of !mm t-ick in 4M 1



4ross walls 2 10 #.00 3.$! 3$".#0

4linic >all

Lon walls 1 2 ".'" 3.$! #3.31

4ross walls 2 2 #.00 3.$! '.#0

ar&ens room cum Loune

Lon walls 1 1.# ".'" 3.$! 3.!

4ross walls 1 2 #.00 3.$! 3$."#

,ntrance Lo**y 1 1 #.00 3.$! 1".3!

(ype+1 Staircase

Lon walls 2 2 $.11 3.$! #".134ross walls 1 2 3.0# 3.$! 21.20

(ype+2 Staircase 1 1 #.00 3.$! 1".3!

1 2 ".'" 3.$! #3.31

(oilet Block

4ross walls 2 2 3.2! 3.$! $#.#2

4ross walls 2 $ #.00 3.$! 13.00

4orri&or si&e walls 2 2 1#.#3 3.$! 21#.!"

4orri&or en& walls 1 2 2.#0 3.$! 1".3!

De&uctions

Main Door+MD 0.# 1 $.00 2.13 +$.2'

Door+D1 0.# 11 1.20 2.13 +1$.0'

Door+D2 0.# 3 1.0# 2.13 +3.3#Door+D' 0.# #0 0."# 2.13 +3.$

win&ows+3 0.# #! 1.#0 1.3# +#!."3

8rill win&ows+8 0.# $ 2."3 1.3# +".3"

8rill win&ows+81 0.# $ 3.2$ 1.3# +!."#

8rill win&ows+82 0.# $ 2.2' 1.3# +'.10

8rill win&ows+83 0.# 2 3.0# 1.3# +$.12

Centilator+C 0.# $ 2.#0 0.$# +2.2#

Centilator+C1 0.# $! 0.0 0.$# +."2

(oilet Block

Lon walls 2 $0 1.#0 3.1! 3!1.00

4ross walls 2 $ "."! 3.1! 1".$

:n clinic ar&en room 2 2 2.00 3.1! 2#.$0

2 2 1.'2 3.1! 20.#1

2 2 #.00 3.$! '.#0

1 2 3.00 3.$! 20.!#

2521!.3#

or say 2219.00 s;m 6,)

%% 2521.00

+13'.2'

1 2 1$." 3.$! 102."

$.2'

3.3#

0.# 2 0."# 2.13 1.'02194.4 s;m 6,)

S%

2194.4 s;m 6,)

T%

>ea& room 2 $ $.'" 3.10 11#.!2

2 $ 3.0" 3.10 "'.1$

2 2 #.00 3.10 '2.00

2 2 ".'" 3.10 #.11

9arapet wall 2 2 '$.!2 1.00 2#.2!

2 2 1.20 1.00 "'.!0

2 2 11.#1 1.00 $'.0$

2 2 ".0 1.00 31.'02 2 $.$0 1.00 1".#!

2 ' !.01 1.00 '.0'

2 ' ".0 1.00 $.!0



2 2 $.'" 1.00 1!.'!

7/er Door D1 1 3 1.#0 0.1# +0.'!

1 3 1.20 2.13 +".'"

981.56 s;m 6,)

$ut Si:e Paterin?

%or Un* eAeni:e

Lon walls 1 2 '$.!2 3.'0 $''."0

S-ort walls 1 2 1.20 3.'0 13!.2$

Dormitory 6ooms out si&e 1 ! !.12 3.'0 233.!'

(ype+1 Staircase out si&e 1 2 $.'" 3.'0 33.'21 2 $."3 3.'0 3$.0'

(oilet Block out si&e 1 2 11.!# 3.'0 !#.2!

1 ' !.'1 3.'0 1!#.!"

4orri&or walls 1 2 '$.3' 3.$! $$".30

De&uctions

Main Door+MD 0.# 1 $.00 2.13 +$.2'

Door+D1 0.# 11 1.20 2.13 +1$.0'

Door+D2 0.# 3 1.0# 2.13 +3.3#

Door+D' 0.# #0 0."# 2.13 +3.$

win&ows+3 0.# #! 1.#0 1.3# +#!."3

8rill win&ows+8 0.# $ 2."3 1.3# +".3"

8rill win&ows+81 0.# $ 3.2$ 1.3# +!."#8rill win&ows+82 0.# $ 2.2' 1.3# +'.10

8rill win&ows+83 0.# 2 3.0# 1.3# +$.12

Centilator+C 0.# $ 2.#0 0.$# +2.2#

Centilator+C1 0.# $! 0.0 0.$# +."2

4olumn pro@ections 2 2' 0.3$ 3.'0 '2."1

2 2 0."' 3.'0 10.$

15#3.#

or say 1540.00 s;m 6,)

%% 15#$0.00

$.2'

3.3#

Door+D' 0.# 2 0."# 2.13 1.'0

1549.21 s;m 6,)

S% 1549.21 s;m 6,)

21

Dormitory >alls 1 10 ".'" # 3!3.#0

Beam si&es 2 10 #.00 0.30 100.00

4linic >all 1 1 ".'" # 3!.3#

Beam si&es 2 1 #.00 0.30 10.00

ar&ens room cum Loune 1 1 ".'" # 3!.3#

Beam si&es 2 1 #.00 0.30 10.00

,ntrance Lo**y 1 1 ".'" # 3!.3#

Beam si&es 2 3 #.00 0.30 30.00

(oilet *locks 1 $ !.00 # 1'0.00

Beam si&es 2 ! #.00 0.33 !0.00

as- area 1 2 1#."# 3.2"# 103.1'

Beam si&es 2 ! 3.2! 0.30 #2.$04orri&or 1 1 '$.3' 2.# 1'0.0

Beam si&es 2 10 2.#0 0.30 #0.00

9ortico 1 1 ".#3 #.$' $1.11

7rnamental 9lasterin 12mm t-ick in two coats wit- *ase coat of !mm t-ick in 4M1



Beam si&es 2 2 #.$' 0.30 21.!$

Beam si&es 2 2 ".#3 0.$! 30.12

Bottom (ype+1 Staircase waist sla* 2 2 3.$1 1.# 20.$'

Bottom Mi& lan&in 1 2 3.0" 1.'" 10.2#

Bottom (ype+2 Staircase waist sla* 1 1 3.$1 2 '.!2

Bottom Mi& lan&in 1 1 #.00 2.23 11.1#

Si&es to steps 0.# $2.0 0.3 0.1# '.30

0.# 22.0 0.3 0.1# 3.30

0.# !.0 0.# 0.1# 2.00

0.# '.0 0.3 0.1# 0.00.# 3.0 0.3 0.1# 0.$#

Suns-a&es top Bottom

win&ows+3 2 #! 1.!0 0.' 12#.2!

8rill win&ows+81 2 $ 3."0 0.' 1"."'

8rill win&ows+82 2 $ 2."2 0.' 13.0'

8rill win&ows+83 2 2 3.#1 0.' !.$2

Centilator+C 0 $ 2.!0 0.' 0.00

Centilator+C1 2 $! 1.20 0.' '.12

15'$3.3'

or say 1644.00 s;m 6,)

%% 15'$$.00+$1.11

+21.!$

1581.05 s;m 6,)

S% 1581.05 s;m 6,)

T%

Sla* 62.52

*eam si&e 2 2 3.0 0.30 1#.'0

2 2 $.'" 0.30 1!.'!

1 2 #.$' 0.30 10.2

1 2 #.12 0.30 10.23

11.95 s;m 6,)

22

oAer portico in ,% 3!.$1

or say 3.00 s;m 6,)

S% 1503'.# s;m

T% '2.#2 s;m

23

,%

Dormitory >alls 1 10 ".'" #.00 3!3.#0

4linic >all 1 1 ".'" #.00 3!.3#

ar&ens room cum Loune 1 1 ".'" #.00 3!.3#

,ntrance Lo**y 1 1 ".'" #.00 3!.3#(oilet *locks 1 $ !.00 1."" #'.'$

as- area 1 2 1#."# 3.2! 103.1'

4orri&or 1 1 '$.3' 2.#0 1'0.0

Sinle staircase room 1 2 $.'" 3.0# 2!.$

9ro/i&in imper/ious coat to epose& 644 roof sla* surfaces to re;uire& slopeswit- 4M 1



7n mi&lan&in 1 2 3.0" 1.'" 10.2#

Dou*le staircase area 1 1 ".'" #.00 3!.3#

7n mi&lan&in 1 1 #.00 2.23 11.1#

%t entrance area 1 1 ".00 1.00 ".00

(oilets 1 2 2.00 1.#0 +'.00

0!.$

or say 0.00 s;m 6,)

%% 0.00 s;m 6,)

S% 0.00 s;m 6,)

2$

(oilet Block

$ 12 1.#0 1.2 !'.$0

on -an& was- platforms 1 2 11.02 0.' 13.22

1 2 2.'! 0.' 3.21

(oilets in 4linic room war&ens room 1 2 2.00 1.# '.00

10!.!3

or say 109.00 s;m 6,)

%% 10.00

+'.00

103.00 s;m 6,)

S% 103.00 s;m 6,)

2#

,%

Dormitory >alls 1 10 2#.3$ 0.13 31.'!4linic >all 1 1 2#.3$ 0.13 3.1"

ar&ens room cum Loune 1 1 2#.3$ 0.13 3.1"

,ntrance Lo**y 1 1 2#.3$ 0.13 3.1"

(oilet *locks 1 $ 1.#$ 0.13 .""

as- area 1 2 3!.0# 0.13 .#1

4orri&or 1 1 133."2 0.13 1'."2

Sinle staircase room 1 2 1#.$$ 0.13 3.!'

7n mi&lan&in 1 2 .$! 0.13 2.3"

Dou*le staircase area 1 1 2#.3$ 0.13 3.1"

7n mi&lan&in 1 1 1$.$' 0.13 1.!1

%t entrance area 1 1 1'.00 0.13 2.00

0.3!or say 1.00 s;m 6,)

%% 1.00 s;m 6,)

)loorin wit- ceramic non+ski& tiles of first ;uality as appro/e& *y ,nineer+in+c-are ".3mm t-ick manufacture& *y :S7 appro/e& firm of si=e 300mm 7300mm of colour an& si=e as appro/e& *y t-e ,nineer+in+c-are set o/er a *ase coat of4M 1

*y t-e ,nineer+in+c-are curin etc.5 in toilets for finis-e& item of work for allfloors%9SS No."01 "0". 8roun& )loor

9ro/i&in skirtin to internal walls 12.#cm -i- wit- polis-e& Betamc-erla pure w-itestone minimum of 2# mm t-ick .2#$M.2#$M set o/er a *ase coat of 4M1



S% 1.00 s;m 6,)

2'

(oilet Blocks $ 12 #.$0 1.!0 $''.#'

9assae $ 2 !.00 1.!0 11#.20

De&uct &oors $ 12 0."# 1.!0 +'$.!0

as- *asin area 1 2 3!.0# 1.!0 13'.!

De&uct 7penins 1 1 3.00 1.!0 +#.$0

4linic >allar&en room toilets 1 2 ".00 1.!0 2#.20

De&uct &oors 1 2 0."# 1.!0 +2."0

'"1.0$

or say 62.00 s;m 6,)

%% '"2.00

+2#.20#.$0

652.20 s;m 6,)

S% 652.20 s;m 6,)

2"

%or Trea:

%t entrance area 2 $ 1.00 0.# $.00

2 3 1.00 0.3 1.!0

Staircase 1 3 ".!0 0.3 ".02

2 23 1.#0 0.3 20."0

1 23 2.00 0.3 13.!0

$".32

or say 48.00 s;m 6,)

%% $!.00

+#.!0

42.20 s;m 6,)

S% 42.20 s;m 6,)

Rier

%t entrance area 2 $ 1.00 0.1# 1.20

2 3 1.00 0.1# 0.0

Staircase 1 3 ".!0 0.1# 3.#1

2 23 1.#0 0.1# 10.3#

1 23 2.00 0.1# '.0

22.!'

or say 23.00 s;m 6,)

%% 23.00+2.10

20.90 s;m 6,)

S% 20.90 s;m 6,)

Da&ooin to walls wit- w-ite la=e& tiles 1st. ;uality of any si=e of *ran& asappro/e& *y ,nineer + in + c-are an& set o/er a *ase coat of 4M 1



2!

Between &ormitory -alls 1 $ ".0 3.23 102.0"

Between (oilet *locks 1 2 !.01 2.2' 3'.1!

Between (oilet *locks &ormitory -alls 1 2 $.$0 3.23 2!.3

1 2 $.'" 2.23 20.!3

18.4 s;m 6,)

2

%t entrance area 1 2 #.20 0.0 .3'Staircase 2 2 3.#0 0.0 12.'0

1 2 $.#0 0.0 !.10

30.0'

or say 31.00 s;m 6,)

%% 31.00

+.3'

21.64 s;m 6,)

S% 21.64 s;m 6,)

,ranoit;ic concrete foorin? 20mm t;ick wit- 4.4. 1



30

Same as 12 mm t-ick plasterin Qty. 2521.00

Same as ornamental 12 mm t-ick plasterin Qty. 15'$$.00

35!'3.00 s;m

%%Same as 12 mm t-ick plasterin Qty. 251$."$

Same as ornamental 12 mm t-ick plasterin Qty. 15#!1.0#

35""#." s;m

S%

Same as 12 mm t-ick plasterin Qty. "'.1$

Same as ornamental 12 mm t-ick plasterin Qty. 1#.'0

35""#." s;m

T%

Same as 12 mm t-ick plasterin Qty. $0."!

Same as ornamental 12 mm t-ick plasterin Qty. 11".#

'0!."3

! foor 12023.31 s;m 6,)

31

Same as 12 mm t-ick plasterin Qty. 2521.00

Same as ornamental 12 mm t-ick plasterin Qty. 15'$$.00

35!'3.00

%%

Same as 12 mm t-ick plasterin Qty. 251$."$


35""#."

S%

Same as 12 mm t-ick plasterin Qty. 251$."$


35""#."

T%

Same as 12 mm t-ick plasterin Qty. $0."!Same as ornamental 12 mm t-ick plasterin Qty. 11".#

'0!."3

! foor 12023.31 s;m 6,)

32

1 1 '$.!2 11."0 58.39 s;m 6,)

9ro/i&in %pplyin Synt-etic 9laster 9utty or 9laster of 9aris 9utty or Limepunnin of a/erae 1 to 2mm t-ick o/er plastere& surface to prepare t-e surfacee/en an& smoot- after t-orou-ly *rus-in t-e surface to remo/e all &irt an&remains of loose pow&ere& materials5 applyin emery paper5 san& t-e surface5 clean wipe off loose &ust5 applyin knifin paste filler *y putty knifemuslin pa&5 air &ryfor 2+3 -ours san& wit- 1!0 an& 320 No emer a er for t-e surface re aration

9aintin to new walls wit- 2 coats of %crylic *ase& 7il *oun& as-a*le Distemper-a/in C74 content less t-an #0 ramslitre o/er promer coat usin w-ite cemnt asappro/e& *y ,nineer+:n+4-are5 makin 3 coats in all to i/e an e/en s-a&e aftert-ouru-ly *rus-in t-e surface to remo/e all &irt an& remains of loose pow&ere&materials5 inclu&in cost an& con/eyance of all materials to work site an& allo erational inci&ental la*our c-ar es etc. an& o/er-ea&s contractors rofit

9ro/i&in an& applyin %ltek 9M44 Deco orient *ase or ,;ui/alent eterior(eture of a/erae 2 to 3 mm t-ickness o/er plastere& surface to prepare t-esurface e/en an& smoot- after t-orou-ly *rus-in t-e surface to remo/e all &irt an&remains of loose pow&ere& materials5 applyin emery paper5 San& t-e surface5clean wipe off loose &ust5 applyin putty teture paint filler *y putty knife muslinpa&5 air &ry for 2 + 3 -rs for t-e surface preparation inclu&in cost an&con/eyance of all materials to work site an& all operational5 inci&ental5 la*our



33

Same as 12 mm t-ick plasterin Qty. for eternal walls 15'$$.00

%%

Same as 12 mm t-ick plasterin Qty. for eternal walls 15#$.21

S% 15#$.21

T%

Same as 12 mm t-ick plasterin Qty. for eternal walls $0."!

! foor 5233.20 s;m 6,)

3$

,%

1 1 11 11.00

%%S%

1 2 11 22.00

T%

1 1 3 3.00

36.00 Nos 6,)

3#

1 1 1.00 1.00 1.00 No 6,)

3'

2 1 3 3.00

%%S% 2 3 '.00.00 Nos 6,)

3"

,%6 1 #0 #.00 2#0.00

%%S%

6 2 $! #.00 $!0.00

9aintin wit- weat-er proof plastic emulson ra&e +1 paint to eterior faces of newwalls wit- 3 coats of appro/e& make s-a&e an& colour inclu&in self prime coatinclu&in cc of all materials like plastic emulsinn paint of 8ra&e+1 to sitee inclu&incost of *rus-es scaffol&in c-ares5 lifitin c-ares an& la*our c-ares suc- aspreparin t-e wall applyin t-ree coats of plastik emlsion etc.5 complete for finis-e&item of work %9SS No 10511 " 1201 in all floors

Supply an& )iin of Door wit- Dou*le leaf s-utter5 Door Si=e 1.222.13 Mt. wit-Me&ium (eak woo& )rame of sections si=e "#mm 100mm wit- )lus- Door S-utterSoli& Bon& oo& *lack *oar& type wit- commercial ply on *ot- faces of 3#mm t-ickinclu&in cost of fitures suc- as M.S.9ow&er 4oate& (ower Bolts 2#0mm lon 2Nos5 %lluminimum >an&les 1#0mm lon 2 Nos5 300mm lon M.S.9ow&er 4oate&

Supplyin fiin of Me&ium (eak oo& 9annele& Main Door of Si=e $.00 Mts X2."0 Mts ma&e wit- outer frame of section $I#I10012#mm two -ori=ontal an&four /erticals fie& frame5Bot- si&es fie& wit- :ron rill si=eori=ontal *ars of 10mm S;uare wel&e& toMS )lat 20#mm alroun& formin 10012#mm ri& an& wit- #mm t-ick pin

Supply an& )iin of Door wit- Dou*le leaf s-utter5 Door Si=e1.0#2.13 Mt. wit-Me&ium (eak woo& )rame of sections si=e "#mm 100mm wit- )lus- Door S-utterSoli& Bon& oo& *lack *oar& type wit- commercial ply on *ot- faces of 3#mm t-ickinclu&in cost of fitures suc- as M.S.9ow&er 4oate& (ower Bolts 2#0mm lon 2Nos5 %lluminimum >an&les 1#0mm lon 2 Nos5 300mm lon M.S.9ow&er 4oate& %l&rops 1No5 12#mm lon M.S.9ow&er 4oate& *utt -ines 'Nos5 300 mm lon

9ro/i&in an& fiin factory ma&e 9oly/inyl c-lori&e 9C4 Door )rame of t-e si=e#0 $"mm wit- a wall t-ickness of #mm5 ma&e out of etru&e& #mm rii& 9C4foam s-eet5 mitre cut at two corners an& @oine& wit- 2nos. of 1#0mm lon *racketsof 1#1#mm M.S. s;uare tu*e. (-e two /ertical &oor profiles are to *e reinforce&wit- 11mm M.S. S;uare tu*e of 1 aue. (-e &oor frame s-all *e fie& to t-ewall usin '#100mm lon M.S. Screws t-rou- t-e frame *y usin 9C4 fasteners. % minimum of $nos. of screws to *e pro/i&e& for eac- /ertical mem*er minimum2nos. for -ori=ontal mem*er etc. complete as per manufacturers specification an&&irection of ,nineer+in+4-are for finis-e& item of work



30.00 6mt 6,)

3!

,%

6 1 #0 0."# 2.13 ".!!

%%S%

6 2 $! 0."# 2.13 1#3.3'

233.24 s;m 6,)

3

,%%%S%

3 3 #! 1.#0 1.3# 3#2.3# s;m 6,)

$0 6,)

-entiator,%

C 2 2 2.#0 0.$# $.#0

C1 1 #0 0.0 0.$# 20.2#

24.5

%%S%

C 2 2 2.#0 0.$# $.#0

C1 1 $! 0.0 0.$# 1.$$

4.88

2.63 s;m 6,)

$1

1 2.25 7 11 1.20 2.13 '3.2'

2 2.25 7 3 1.05 2.13 1#.10

"!.3'

%%S%

1 2.25 7 22 1.20 2.13 12'.#2

T%

1 2.25 7 3 1.20 2.13 1".2#"ain oor*" 2.2# 1 $.00 2."0 2$.30

s;m 6,)

9ro/i&in an& fiin 30mm t-ick Soli& panel 9C4 &oor s-utter consistin of framema&e out of M.S. tu*es of 1 aue t-ickness an& si=e of 1mm 1mm for stiles5 1#mm 1#mm for top *ottom rails. M.S. frame s-all -a/e a coat of steelprimers of appro/e& make an& manufacture. M.S. frame s-all *e co/ere& wit- #mmt-ick -eat moul&e& 9C4 O4E c-annel of si=e 30 #0mm formin stiles5 an& #mmt-ick5 "#mm wi&e 9C4 s-eets for top rail5 lock rail *ottom rail on eit-er si&e5 an&

9ro/i&in )iin of 7pena*le in&ows wit- )ly+mes- ma&e of pre+painte& steelBase Steel as per :S #13 of 0.'mm t-ick al/ani=e& as per :S 2"" wit- =inc of 1#08SM primer coate& wit- epoy primer of #+" microns t-ick5 finis- painte& wit- apolyester paint of 12+1' microns t-ick an& *ack coate& wit- #+" microns t-ick alky&*acker an& t-e section for outer frame of "2 ##mm5 centre mullion of "2 #0mm5

section for fie& lass *ea&in section of 12 12 mm an& section for s-utters of $" 20 mm an& outer frame mullion sections wit- re*ate for la=e& s-utters5 fly

9aintin to woo& work5 flus- s-utters wit- luppam finis- inclu&in applyin luppam

coat o/er a primary coat an& two coats of synt-etic enamel paint of 1st ra&e an&appro/e& *ran& an& s-a&e o/er a primary coat (otal 3 coats inclu&in cost an&con/eyance of all materials to site5 cost of primer coat5 *rus-es5 an& all la*ourc-ares etc.5 complete. %9SS No. 12015 120" 1212 for all floors.



$2

,' 2 7 2 2.3 1.35 1$."$

,'1 2 7 2 3.24 1.35 1".#0

,'2 2 7 2 2.26 1.35 12.20

,'3 1 7 2 3.05 1.35 !.2$

52.68 s;m 6,)

43

248.++ -mt @-E6

44

35.++ SBm @-E6

45

192.++ SBm @-E6

46

31.++ SBm @-E6

47

. -mt @-E6

48

$. -mt @-E6

$

2 2 '$.!2 0.'0 1##.#"

2 2 1.20 0.'0 $'.0!

2 2 11.#1 0.'0 2".'2

2 2 ".0 0.'0 1!.'

2 2 $.$0 0.'0 10.##

2 ' !.01 0.'0 #".'$

2 ' ".0 0.'0 #'.!!2 2 $.'" 0.'0 11.21

384.50 SBm @-E6

9aintin two coats wit- synt-etic enamel paint 1st ra&e to new iron work inclu&incost an& con/eyance of all materials to site an& all la*our c-ares inclu&in liftc-ares etc.5 complete for finis-e& item of work. SS N7. 12015 1212 120" forall floors.

Pro'i2ing 118mm Dia P.4.C. 2own water take ies 7.mm thick an& of $ k S;.cm pressure of :S: marke& inclu&in cost an& con/eyance of necessary 9.C.4.Ben&s5 s-oes5 iron5 clamps an& all ot-er accessories an& fiin in positioninclu&in cost an& con/eyance of all materials to site inclu&in all la*our c-ares forfiin at site etc.5 complete or finis-e& item of work.%9SS No.132!

Pro'i2ing an2 6iing of eansion oin 00er %oar2 for



#0

$.00 Nos 6,)

#1

Dormitory >alls 1 X 10 ".'" # 1.0 "2!.'#

(oilets 1 X $ !.00 # 1.0 30$.00

as- area 1 X 2 1#."# 3.2"# 1.0 1'.01

ar&ens room cum Loune 1 X 1 ".'" # 1.0 "2.!"

4linic -all 1 X 1 ".'" # 1.0 "2.!"

(ype+1 Stair case 1 X 2 $.#' 3.0" 1.0 #3.1$

(ype+2 Stair case 1 X 1 ".'" # 1.0 "2.!"

,ntrance Lo**y 1 X 1 ".'" # 1.0 "2.!"

4orri&or 1 X 1 '3.32 2.# 1.0 300.""

n&er entrance steps 1 X 1 ".00 1 1.0 13.30

15!!".33

or say 15!!!.00 cum 6,)#2

2 $ !.00 # 0.1# $!.00 cum 6,)

3

MB. No.326/A/MD, Pg. No.1+

1 2$ 0.!0 1.20 -mt @-E6

#


1 2$ 0.!0 1.20 -mt @-E6

9%6( B

9%6( %PB

%sst. ,nineer>N? Dy. ,.,5 >N? ,ecuti/e ,nineer Superinte

%9,:D45 %6%N8%L %9,:D45 8L %9,:D45 %6%N8%L %9,:

4onstruction of 6ain water -ar/estin structure as per t-e appro/e& &rawin an&&esin of si=e 2 1.# m 2.0 mm inclu&in eart- work eca/ation of fillin of $0 mm

)illin wit- 8ra/el in trenc-es5 si&es of foun&ations an& *asement wit- initial lea& inlayers not ecee&in 1#cm t-ick5 consoli&atin eac- &eposite& layer *y waterin an&rammin inclu&in cost an& con/eyence of water to t-e work site an& all operational5inci&ental5 la*our c-ares5 seinorae c-ares5 -ire c-ares of ( 9 etc.5 completefor finis-e& item of work. %9SS N7. 30 310

)illin wit- li-t wei-t ci&er material in sunken sla*s inclu&in cost an& con/eyanceof all materials an& la*our c-ares etc. complete for finis-e& item of work

Drillin 2#mm &ia -oles in S-eet 6ock wit- 9neumatic 4ompessor inclu&in -irec-res of (9 an& la*our c-ares etc.5 complete for finis-e& item of work.

8routin 2#mm &ia -oles in S-eet 6ock wit- neat cement slurry inclu&in cost an&con/eyance of all materials an& la*our c-ares etc.5 complete5 *ut eclu&in cost ofsteel an& its fa*rication c-ares for finis-e& item of work.



9er %mount

"($!" +



1 4um 6,)

1 4um 6,)



1 cum 6,)



1 4um 6,)

1 cum 6,)

1 cum 6,)



1 cum 6,)

1 cum 6,)

1 "+ 6,)



1 S;m 6,)

R#%D

1 cum 6,)

1 cum

1 cum



1 cum 6,)

1 cum 6,)

1 cum1 cum

1 cum 6,)



1 s;m 6,)

1 s;m

1 s;m

1 s;m 6,)

1 s;m 6,)1 s;m

1 s;m

1 cum 6,)

1 cum 6,)



1 cum 6,)

1 s;m 6,)

1 s;m

1 s;m

s;m 6,)

s;m

s;m

1 cum 6,)

1 cum

1 cum



1 cum R#%D

1 cum

1 cum



1 cum 6,)

1 cum 6,)

1 cum 6,)

1 cum 6,)



1 s;m 6,)

1 s;m 6,)

1 s;m 6,)

1 Mt 6,)

1 Mt1 Mt

1 Mt

1 Mt 6,)1 Mt

1 Mt



1 s;m 6,)

1 s;m 6,)

1 s;m 6,)



1 s;m 6,)

1 s;m 6,)

1 s;m 6,)

1 s;m 6,)



1 s;m 6,)

1 s;m 6,)

1 s;m 6,)

1 s;m 6,)

1 s;m 6,)

1 s;m

1 s;m



1 s;m 6,)

1 s;m 6,)

1 s;m 6,)

1 s;m 6,)

1 s;m 6,)

1 s;m 6,)

1 s;m 6,)

1 s;m 6,)



1 s;m 6,)

1 s;m 6,)

1 s;m 6,)

1 s;m 6,)

1 s;m 6,)

1 s;m 6,)

1 s;m 6,)

1 s;m 6,)

1 s;m 6,)

1 s;m 6,)



1 s;m 6,)

1 s;m 6,)

1 s;m 6,)

1 s;m 6,)


73/516



1 s;m 6,)

1 Nos 6,)

1 No 6,)

1 Nos 6,)



1 6mt 6,)

1 s;m 6,)

1 s;m 6,)

1 s;m 6,)

1 s;m 6,)



6,)

1 -mt@-E6

1 SBm @-E6

1 SBm @-E6

1 SBm @-E6

1 -mt @-E6

1 -mt @-E6

1 SBm @-E6



6,)

1 cum 6,)

1 cum 6,)

1 -mt @-E6

1 -mt @-E6

R#%D

R#%D

&in ,nineer

45 >FD,6%B%D


78/516

WORKING ESTIMATE

Name of the Work :- Construction of Govt !e"ree Co##e"e at K$%%AM&'( of K$%%AM &M( C)ITTOOR !istrict

Genera# A*stract Com+arative Statement

S0. No Descrition Ecess ?ess -emarks

1 Schoo00


79/516

3 Interna0 E0ectrication #;393.88

S$% +ota0: 7659866.++ E! @-E6 @-E6

/ Setic +ank for 788 $sers (1No) 7139377.88 @-E6 @-E6 @-E6

; Setic +ank for 188 $sers /#/89.88 @-E6 @-E6 @-E6

6or Constr$ction of S$m /;#;.88 @-E6 @-E6 @-E6

9 Pro'ision for /8=888 0iters caacit ,*S- 1/7183.88 @4A?!E 8.88

18 6or Eterna0 E0ectrication as er s$% estimate ;;;89.88 @4A?!E 8.88

Site


80/516

11 6or Constr$ction of Como$n2 Wa00 31#1.88 @4A?!E 8.88

17 for Eterna0 Drainage /79/;.88 @4A?!E 8.88

67396+6.++ E!

13 S$% +ota0: 111+97418.++ E!

De2$ct +en2er Premi$m L ( & ) 7.;8M ?ess 8.88 @-E6 @-E6 @-E6

111+97418.++ E!

1# 1#8.88 1#8.88 8.88 8.88

1 Pro'ision for site 2e'e0oment 188888.88 188888.88 8.88 8.88

1/ Pro'ision for +ransformer 88888.88 88888.88 8.88 8.88

1; Pro'ision for Interna0 roa2s 1888888.88 1888888.88 8.88 8.88

1 Pro'ision for f$rnit$re an2 eB$iment 7888888.88 7888888.88 8.88 8.88

19 1888888.88 1888888.88 8.88 8.88

78 Pro'ision for 4A+ L M #;1.88 @-E6 @-E6 @-E6

71 Pro'ision for S$er'ision Charges L M #;1.88 @-E6 @-E6 @-E6

77 Pro'ision for Seignorage Charges L 1M 11189;#.88 @-E6 @-E6 @-E6

73 Pro'ision for Cess L 1M 11189;#.88 @-E6 @-E6 @-E6

7# Pro'ision for J.C Charges L 8.M #;.88 @-E6 @-E6 @-E6

7 @-E6 311933.88 @-E6 @-E6

"$d Tot$( *. E! E! E! E!

As er Sanction Estimate @-E6 Ecess @-E6

As er Working Estimate @-E6 ?ess @-E6

DiKerence @-E6 DiKerence @-E6

Asst. Engineer(*N) D. Eec$ti'e Engineer(*N) Eec$ti'e Engineer

APEWIDC= Waranga0 APEWIDC= Waranga0 APEWIDC= Waranga0

Pro'i2ing #


81/516

S$erinten2ing Engineer Chief Engineer

APEWIDC= *2era%a2 APEWIDC= *2era%a2


82/516

Se"i$ Tank 200 'e!' Cii A'"!a$"

Page 1

Unit 0

!


83/516


Page 2

ecription of 'ork GuantitF Unit Unit Rate RS.o

$

0 4M 1 7N, 4M #03'.'#

#

0 4M 1 7N, 4M 6,)

'

a 150 mm t;ick Sa> 0 SQM 1 7N, SQM 120'."#

* 0 SQM 1 7N, SQM .1#

c 150mm E 200mm T;ick Si:e @a 0.00 4um 1 7N, 4um $"".10

Brick Masonry for foun&ation an& *asement wit-4M 1


84/516


Page 3


"

0 M( 1 7N, M( 6,)

!

0 SQM 1 7N, SQM 33".2#

0 Nos 1 7N, ,%4> 22#.0#

10

0 Nos 1 7N, Nos 2##2.#

9ro/i&in >i- Fiel& Strent- Deforme& steel *ars)e $1#ra&e as per :S 1"!'+1" of &ifferent&iameters5 inclu&in la*our c-ares for cuttin5*en&in to re;uire& si=es an& s-apes placin inposition wit- co/er *locks of appro/e& materials

an& si=e an& tyin wit- *in&in wire of 20S85fo6Min rills for reinforcement work as perappro/e& &esins an& &rawins5 inclu&in cost an&con/eyance of steel *ars5 inclu&in all wastaessuc- as o/erlaps5 couplins5 wel&e& @oints5 c-airs5spacer *ars inclu&in cost an& con/eyance of*in&in wire5 co/er *locks an& all inci&ental5operational5 la*our c-ares suc- as cuttin5*en&in5 placin in position5 tyin inclu&in salesan& ot-er taes an& all materials etc.5 complete forfinis-e& item of work in all f loors.%9SS No.12'

9ro/i&in imper/ious coat to e7poe: RCC roofa> urface of ump ump i:e @a ump>ottom a> in i:e of eptic tank in unkena> etc.5 to re;uire& slopes wit- 4M 1


85/516


Page 4


11

0 SQM 1 7N, SQM 2!.0#

Su> Tota * CiAiR

A''" PPA& S.-Dii'ion > CH=TT??@


86/516


Page 5

0

0

0

!" "

!mountR.


87/516


Page 6

!mountR.

0

0

0

0


88/516


Page 7

!mountR.

6,)

0

0

0


89/516


Page 8

!mountR.

0

R#%D


90/516

SPECIFICATION REPORT

Est.cost:Rs.1030.00 Lak

Authority:

Groun F!oorPricipal room : 1 No

Ante room : 1 No

Office room : 1 No

Staff room : 1 No

Labs : 6 Nos

NSS coordinator room : 1 No

Open auditorium : 1 No

Toilet blocks : 2 units

Stair case : 2 Nos

Portico : 1 No

First F!oor

Class rooms : 7 Nos

Lunc rooms : 2 Nos

Librar! cum recreation all : 1 No

P"T room : 1 No

Toilet blocks : 2 unitsStair case : 2 Nos

Lobb! : 1 No

S"con F!oor

Computer lab : 1 No

Audio # $ideo room : 1 No

Stair case : 2 Nos

%ead rooms : 2 Nos

&CC 'ater tank : 1 No

Pro#isions:

Te (etailed "stimates are prepared 'it follo'in) common pro*isions

Na$" o% th" &ork :' Construction o% Go#t. (")r"" Co!!")" at *+PPA,

-,/ CITTOOR (istrict

Te 'ork const+ of ,o*t+ (e)ree Colle)e at -uppam in Cittoor dist '

sanctioned for &s+ 1./.+.. laks *ide ,+O+&t+No+ 207/ inance 34 "ducati

122.18 + Te Secretar! to ,o*t+ 9 # 5 A+P+ %!derabad as accorded adm

for &s+ 1./.+.. laks+


91/516

1+ "art 'ork e;ca*ation in all t!pes of soils for open foundations

2+

/+ P+C+C 1:


92/516

16+

17+

1=+

10+ Paintin) to 'ood 'ork flus sutters 'it luppam finis+

2.+ Paintin) t'o coats 'it s!ntetic enamel paint 1st )rade to ne' iron '

21+ Suppl! and i;in) of Collapseble ,ate of Sie 2+.B2+1. mtrs

22+

2/+

2


93/516

O#"rh"a Char)"s 4 Contractor6s Pro%it:

Te estimate is submitted for accordin) tecnical sanction+

E7"cuti#" En)in""r (y. E7"cuti#" En)in""r Asst. E

APE&I(C8 CITTOOR APE&I(C8 ,A(ANAPALLI APE

Su"rint"nin) En)in""r

APE&I(C8 *A(APA

1


94/516

hs

:

-/ o% *+PPA,

as administrati*el!

n5 (ept+ dt: 20

inistrati*e sanction


95/516

# &CC 'ork+

+

d as bed concrete

macine crused

plint le*el+

undations and for

macine crused

)raded metal for

macine crusedick at free end of

macine crused

erstructure+

s traditional bricks

and top coat


96/516

rk+

ss tan /..mm ;

a*alent ?ualit! for

alls 'it / coats of

2;2+1/ mtrs 'it

.;2+1/ mtrs 'it

(oor Sutter Solid

prepainted steel

inc of 18. ,S35

X 2#mm X 3mm an&

ents as per te

irements based on

ased on appro*ed

dard (ata PartSS& 2.1


97/516

"cuti#" En)in""r

I(C8 *+PPA,

been proposed in

uildin)s5 ordered

( P&"O&3S5

) @Public orks

te Abstracts of

9uildin)s5 and te


98/516

GENERAL ABSTRACT

Name of Component Amount in Rs.

1 Ground Floor 17085825

2 First Floor 10850537

3 Second Floor 3516470

4 238294

5 692246

6 Internal Electrification (as per sub estimate) 1700465

7 3586912

8 1391625

9 2043828

Sub Total >>> 41106202

10 Provision for VAT @ 5% 2055310

11 Provision for PS Charges @ 7% 2877434

12 Provision for Q.C charges @ 0. 5% 205531

13 Provision for Labour Cess @ 1 % 411062

14 Provision for Seinarage Charges @ 1% 411062

15 Provision for NAC charges @ 0.1% 41106

16 400000

17 50000

18 250000

19 Provision for Tender Publication chargesL.S. 50000

ame of t;e @ork ) C$STRUCT+$ $% ,$-T.U+$R C$#,# !T,U+P!+- ,U+P!+" + C&+T$$R +ST.

Sl.

No

Construction of Septic Tank (as per sub

estimate)

Providing Water Supply & Sanitary

Arrangements (as per sub estimate)

Const. of Compound wall of 650mts length (as

per sub estimate)

Laying of internal CC roads of 340mtrs length

(as per sub estimate)

Play ground levelling & filling low level area

with gravel (as per sub estimate)

Towards Drilling of bore wells & fixing of

submersible pumpset L.S.

Provision for laying of foundation stone &

Inaguration L.S.

Provision for DPR including surveying &

preparation of layouts & SBC structural

architectural drawings etc. (30910 Sft x 8.00)

L.S.


99/516

20 300000

21 200000

22 Provision for RO plant L.S. 300000

23 Provision for unforeseen items L.S. 54342293

Grand Total of Civil Works >>> 103000000

24 4000000

Grand Total of Civil Works >>> 107000000

Or say 1070.00

Executive Engineer Dy. Executive Engineer Asst. Executive Engineer

APEWIDC, CHITTOOR APEWIDC, MADANAPALLI APEWIDC, KUPPAM

Superintending Engineer

APEWIDC, KADAPA

Towards Price Escalation for Steel & Cement

L.S.External Electrification ( Poles, Transformer

etc.) L.S

Add L.S towards furniture & Lab equipement

L.S.


100/516

GF 11 of 517

ecription of item

"eaurement

GT/ Unit Rateo. <

1 2 3 4 5 6 8

,R$U %$$R

1

)or *uil&in area 1 1 !0.00 10.00 0.0 "20.00"20.00

7r say "20.00 4um !.0 1

2

)1 1 11 2.'0 2.'0 1.!0 133.!#

)2 1 20 2.#0 2.#0 1.!0 22#.00

)3 1 20 2.30 2.30 1.!0 10.$$

)$ 1 " 2.1# 2.1# 1.!0 #!.2$

)# 1 1 2.00 2.00 1.!0 13'.!0

)' 1 1$ 1.!0 1.!0 1.!0 !1.'#

)" 1 1! 1.'# 1.'# 1.!0 !!.21

)! 1 2 1.$0 1.$0 1.!0 ".0'

4)1 1 $ 1.!0 1.#0 1.!0 1.$$

4)2 1 ' 2.# 2.## 1.!0 !1.2$

)or atc- men room

)1 1 $ 1.0# 1.0# 1.!0 ".$

%or e7terna @a

LwJs 1 1 $'.1" 0."# 0.'0 20."!

1 1 '$.'3 0."# 0.'0 2.0!

1 2 ."# 0."# 0.'0 !."!

Near open to sky 1 $ 21.$! 0."# 0.'0 3!.''

SJs 1 2 2$.$0 0."# 0.'0 21.'

Near open to sky 1 $ '.0! 0."# 0.'0 10.$

,ntrance steps 1 1 ".00 1.'0 0.2# 2.!0

)or atc- men room

1 2 $.1! 0."# 0.'0 3."'

ame of t;e 'ork )* Contruction of ,oAt. e?ree Coe?e at (UPP!"- of (UPP!" "itrict

S.o.

4uttin of ra/el le/elin of roun& *y5,art- work eca/ation for foun&ationsMec-anical Means for *uil&ins in or&inary soils an& &epositin on *ank for alllifts an& wit- an initial lea& of 10m an& up to 3m &ept- inclu&in alloperational5inci&ental5 la*our c-ares suc- as s-orin5 s-eetin5 plankin5struttin etc.5 an& o/er-ea&s contractors profit complete for finis-e& item ofwork eclu&in &ewaterin c-ares etc.5 as per SS 20 B%9SS 30!

,art- work eca/ation an& &epositin on *ank manual means wit- initial lea&of 10m an& initial lift of 3m in Loamy 4layey Soils like B4 Soils5 6e& ,art- 7r&inary 8ra/elly Soils SS 20+B inclu&in all operational inci&ental la*ourc-ares suc- as s-orin5 struttin5 s-eetin5 plankin an& &ewaterin inclu&incost of -ire c-ares of ( 95 la*our c-ares etc.5 complete for finis-e& item ofwork eclu&in seinerae c-ares an& &ewaterin c-ares etc.5 complete for)oun&ation of Buil&in.%9SS No. 30!


101/516

GF 12 of 517

ecription of item

"eaurement

GT/ Unit Rateo. <

1 2 3 4 5 6 8

S.o.

1 2 3.0! 0."# 0.'0 2.""

De&uctions

)1 1 $ 1.0# 0."# 0.'0 +1.!)1 1 ' 2.' 0."# 0.'0 +".02

)2 1 1# 2.# 0."# 0.'0 +1'.!!

)3 1 10 2.3 0."# 0.'0 +10.3#

)$ 1 " 2.1# 0."# 0.'0 +'.""

)# 1 12 2 0."# 0.'0 +10.!0

)' 1 10 1.! 0."# 0.'0 +!.10

)" 1 1! 1.'# 0."# 0.'0 +13.3"

)! 1 2 1.$ 0."# 0.'0 +1.2'

4)1 1 $ 1.! 0."# 0.'0 +3.2$

4)2 1 ' 2.# 0."# 0.'0 +"."De&uct *lastin ;ty +2'0.00

!21.""

7r say !2#.00 4um 231.'0 1

3

2# of , Quantity 2##.$!1021.3 0.2# H 2##.$! 7r say 2'0.00 4um #".0 1

$

)1 1 11 2.'0 2.'0 0.10 ".$$

)2 1 20 2.#0 2.#0 0.10 12.#0

)3 1 20 2.30 2.30 0.10 10.#!

)$ 1 " 2.1# 2.1# 0.10 3.2$

)# 1 1 2.00 2.00 0.10 ".'0

)' 1 1$ 1.!0 1.!0 0.10 $.#$

)" 1 1! 1.'# 1.'# 0.10 $.0

)! 1 2 1.$0 1.$0 0.10 0.3

4)1 1 $ 1.!0 1.#0 0.10 1.0!4)2 1 ' 2.# 2.## 0.10 $.#1

)or atc- men room

,art- work eca/ation for foun&ations for *uil&ins in -ar& rock re;uirin*lastin an& &epositin on *ank for all lifts an& wit- an initial lea& of 10m an&up to 3m &ept- inclu&in all operational5inci&ental5 la*our c-ares suc- ass-orin5 s-eetin5 plankin5 struttin etc.5 an& o/er-ea&s contractors profitcomplete for finis-e& item of work eclu&in &ewaterin c-ares etc.5 as per SS20 B%9SS 30!

9lain 4ement 4oncrete correspon&in to M".# ra&e as per :S $#' e;ui/alent to1


102/516

GF 13 of 517

ecription of item

"eaurement

GT/ Unit Rateo. <

1 2 3 4 5 6 8

S.o.

)1 1 $ 1.0# 1.0# 0.10 0.$$

#".21 4um

7r say #".#0 4um 3'2".## 1

#

% %$R %$$T+,S

)1 1 11 2.$0 2.$0 0.# 31.'!

)2 1 20 2.30 2.30 0.$"# #0.2'

)3 1 20 2.10 2.10 0.$# 3.'

)$ 1 " 1.# 1.# 0.$# 11.!

)# 1 1 1.!0 1.!0 0.$ 2$.'2

)' 1 1$ 1.'0 1.'0 0.$ 1$.3$

)" 1 1! 1.$# 1.$# 0.3 11.3#

)! 1 2 1.20 1.20 0.3 0.!'4)1 1 $ 1.'0 1.30 0.2# 2.0!

4)2 1 ' 2."# 2.3# 0.# 1.3

)or atc- men room

)1 1 $ 0. 0. 0.2# 0.!1

20".0'

7r say 20".#0 4um !211."0 1B %$R P##ST!S

91 1 11 0.' 0.$# 0.'0 1."!

92 1 32 0.' 0.$# 0.'0 #.1!

93 1 ' 0.' 0.$# 0.'0 0."

9$ 1 10 0.' 0.$# 0.'0 1.'2

9# 1 2# 0.' 0.$# 0.'0 $.0#

9' 1 2 0.' 0.$# 0.'0 0.32

9" 1 1 0.' 0.$# 0.'0 3.0!

9! 1 2 0.$# 0.$# 0.'0 0.2$

9 1 2$ 0.$# 0.$# 0.'0 2.2

)or atc- men room

9e&estal 1 $ 0.3! 0.$# 0.'0 0.$1

20.#!

7r say 21.00 4um !#"3.00 1

4 %$R C$U"S upto >ottom of t;e pint; >eam

41 1 11 0.$# 0.3 1.#0 2.23

42 1 32 0.$# 0.3 1.#3 '.#

Ci*rate& 6einforce& 4ement 4oncrete M 20 Desin Mi *y wei- *atc-in usin 20mm si=e SS# -ar& *laste& ranite mac-ine crus-e& ra&e& metal4oarse areate from appro/e& ;uarry5 usin a minimum ;uantity of 3#0 ks.of cement per 1 cum of concreteinclu&in cost an& con/eyance of all materialslike cement5 fine areate San&5 coarse areate5 water etc.5 to site an&cost of all materials inclu&in centerin usin 4as-ewrina Ballies an& oo&enrunners stain inclu&in all *racins5 cross mem*ers etc.5 s-utterin 5mac-ine miin5 layin concrete5 /i*ratin5lift c-ares5 curin etc.5 complete *uteclu&in cost of steel an& itEs fa*rication c-ares for finis-e& item of work *uteclu&in seiniorae c-ares %9SS No. $02 $03


103/516

GF 14 of 517

ecription of item

"eaurement

GT/ Unit Rateo. <

1 2 3 4 5 6 8

S.o.

43 1 ' 0.$# 0.3 1.## 1.2'

4$ 1 10 0.$# 0.3 1.## 2.0

4# 1 2# 0.$# 0.3 1.'0 #.$04' 1 2 0.$# 0.3 1.'0 0.$3

4" 1 1 0.$# 0.3 1."0 $.3'

4! 1 2 0.3 0.3 1."0 0.31

4 0."! 2$ 0.3 0.3 1."# 2.#

)or atc- men room

41 1 $ 0.23 0.3 1.#0 0.$1

2'.027r say 2'.#0 4um $"".10 1

'

)or eternal walls

LwJs 1 1 $'.1" 0."# 0.10 3.$'

1 1 '$.'3 0."# 0.10 $.!#

1 2 ."# 0."# 0.10 1.$'

Near open to sky 1 $ 21.$! 0."# 0.10 '.$$

SJs 1 2 2$.$ 0."# 0.10 3.''

Near open to sky 1 $ '.0! 0."# 0.10 1.!2

,ntrance steps 1 1 " 1.' 0.10 1.12

)or atc- men room

1 2 $.1! 0."# 0.10 0.'3

1 2 3.0! 0."# 0.10 0.$'

e:uction91 1 ! 0.' 0."# 0.10 +0.3'

92 1 1# 0.' 0."# 0.10 +0.'!

93 1 ' 0.' 0."# 0.10 +0.2"

9$ 1 10 0.' 0."# 0.10 +0.$#

9# 1 10 0.' 0."# 0.10 +0.$#

9' 1 2 0.' 0."# 0.10 +0.0

9" 1 1$ 0.' 0."# 0.10 +0.'3

9! 1 2 0.$# 0."# 0.10 +0.0"

9 1 2$ 0.$# 0."# 0.10 +0.!1

un:er foorin?

La*+1 1 1 .' '.'0 0.0! #.2'

9lain 4ement 4oncrete correspon&in to M# ra&e as per :S $#' e;ui/alent to1


104/516

GF 15 of 517

ecription of item

"eaurement

GT/ Unit Rateo. <

1 2 3 4 5 6 8

S.o.

La*+2 1 1 !.# '.'0 0.0! $."3

La*+35' 1 2 .0" '.'0 0.0! .#!

La*+$5# 1 2 .00 '.'0 0.0! .#0Staff room 1 1 '.'0 #.!0 0.0! 3.0'

Ncc room 1 1 '.'0 #.!# 0.0! 3.0

Ncc coor&inator room 1 1 '.'0 #.!! 0.0! 3.10

,ntry -all 1 1 '.00 $.2 0.0! 2.3'

7ffice room 1 1 13.2" '.'0 0.0! ".01

9rincipal room 1 1 '.'0 $.11 0.0! 2.1"

6ecor& room 1 1 2.3' 2.10 0.0! 0.$0

%nti room 1 1 2.3' 2.1" 0.0! 0.$1

%ttac-e& wc 1 1 2.3' 2.10 0.0! 0.$07pen au&itorium 1 1 12.$1 '.!3 0.0! '."!

(oilet *locks 1 2 $.!' $.00 0.0! 3.11

>an& was- 1 2 $.00 1."0 0.0! 1.0

4 1 2 2.#! 1."0 0.0! 0."0

passae 1 2 $#.1 2.1" 0.0! 1#.'

1 2 1!.30 2.1" 0.0! '.3#

9assae 1 1 ".'0 '.00 0.0! 3.'#

Staircase room 1 2 #.'3 3.#! 0.0! 3.22

9ortico 1 1 '.#" '.$' 0.0! 3.$0

atc- room 1 1 3.' 3.

Documents

Govt. Degree College Kuppam Est.1030.00 lakhs.xlsx