variation study for madhavaram site

7/24/2019 Variation Study for Madhavaram Site.

1/1701 1-12

HARINI ENTERPRISES

MEASUREMENT SHEET JOINTLY ARRIVED BY M/S. DSWE and HARINI E

SI NO DESCRIPTION OF ACTIVITIES NOS

A SUB STRUCTURE

1(a) EARTH WORK IN EXCAVATION

ALONG GRID A1 TO A7*& C1 TO C7 14 2.6 2.6 2

ALONG GRID B1 TO B2 2 2.4 2.4 2

1.(b) EXCAVATION BELOW 2M

ALONG GRID A1 TO A7*& C1 TO C7 14 2.6 2.6 0.1ALONG GRID B1 TO B2 2 2.4 2.4 0.1

2 RIVER SAND BEDDING

ALONG GRID A & C 14 2.6 2.6 0.1

ALONG GRID B1 TO B2 2 2.4 2.4 0.1

! PCC FOR FOOTINGS

"CC ALONG GRID A & C 14 2.6 2.6 0.07#

"CC ALONG GRID B1 TO B2 2 2.4 2.4 0.07#

4 FOOTING

$ SHUTTERING

AT%1 14 .6 0.2#

AT%2 2 . 0.2#

$$ REBAR (!"# BBS $%&&' 1

$$$ RCC

AT %1 (RECTANG'LAR) 14 2.4 2.4 0.2#

AT %1 (TRA"EOIDAL) 14 1.#AT %2 (RECTANG'LAR) 2 2.2 2.2 0.2#

AT %1 (TRA"EOIDAL) 2 1.24

# COLUMN UP TO PLINTH LVL

SHUTTERING

$ AT C1 14 !.6# 1.

AT C2 2 !.6# 1.46

DED'CTION AT GRADE LEVEL

AT GB! BEAM 'NCTION %OR C1 -20 0.2! 0.!

AT GB4 BEAM 'NCTION %OR C1 -4 0.2! 0.4#AT GB1 BEAM 'NCTION %OR C1 -10 0.! 0.6

AT GB2 BEAM 'NCTION %OR C1 -4 0.2! 0.4#

AT GB1 IN CANTILEVER %OR C2 -1 0.2! 0.6

AT GB! IN CANTILEVER %OR C2 -1 0.2! 0.!

PROJECT ) !!+11 ,VA 'B TATION WOR, NORT CENNAI.

SITE ) MADAVARAM

CLIENT ) M+. DRA,E & C'LL WATER & ENERG "VT LTD.

MEASUREMNT ARRIVED BY) M/.Ma3 Na53/ ( Maa3/ C$8$9:DWE) a M/.Ra;a/E:a/$$):M/.Aba/a>a ($=3 E)

CHECKED * RE+ARRIVED BY ) M/.$8a>?b/aa$a(E$33/ C$8$9:DWE) a M/.Aba/

LENGTHIN M

WIDTHIN M

HEIGHT/ DEPTH

IN M


2/1702 1-12

SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH

IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

DED'CTION AT "LINT LEVEL

AT BEAM "B! 'NCTION %OR C1 -20 0.2! 0.!

AT BEAM "B2 'NCTION %OR C1 & C2 - 0.2! 0.4#

AT BEAM "B1 'NCTION %OR C1 -6 0.2! 0.4#

AT BEAM "B6 'NCTION %OR C1 -2 0.! 0.7#

ATBEAM "B4 'NCTION %OR C2 -4 0.2! 0.4#

$$ REBAR 1

$$$ RCC COLUMN

AT C1 14 !.6# 0.4 0.#

AT C2 2 !.6# 0.2! 0.#

6 GRADE BEAM$ PCC

AT GB-1 # 10.# 0.# 0.07#

AT GB-1 Ca=$9383/ @/ >=a$/ 1 1.# 0.# 0.07#

AT GB-2 2 4.7# 0.4! 0.07#

AT GB-2 2 #.2# 0.4! 0.07#

AT GB-! 10 !.! 0.4! 0.07#

AT GB-! Ca=$9383/ @/ >=a$/ 1 1.# 0.4! 0.07#

AT GB-4 ! !.! 0.4! 0.07#

$$I REBAR 1IVSHURTTERING FOR GBEAMS

AT GB-1 10 10.# 0.6

AT GB-1 Ca=$9383/ @/ >=a$/ 1 1.# 0.6

AT GB-2 4 4.7# 0.4#

AT GB-2 4 #.2# 0.4#

AT GB-! 20 !.! 0.!

AT GB-! Ca=$9383/ @/ >=a$/ 1 1.# 0.!

AT GB-4 6 !.! 0.4#

8 RCCAT GB-1 # 10.# 0.! 0.6

AT GB-2 2 4.7# 0.2! 0.4#

AT GB-2 2 #.2# 0.2! 0.4#

AT GB-! 10 !.! 0.2! 0.!

AT GB-4 ! !.! 0.2! 0.4#

GB1 %OR TAIR 1 1.# 0.! 0.6

GB! %OR TAIR 1 1.# 0.! 0.!

7 BACK FILLING STAGE ,

RE%ER EXCAVTION T 1 2!1.4!DED'CTION

RIVER AND %ILLING BELOW %OOTING -1 10.616

"CC BELOW %OOTING -1 7.62


3/170! 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

RCC %OOTING -1 46.06

COL'MN -1 11.06

GARDE BEAM "CC -1 4.10

PLINTH BEAM

SHUTTERING

AT "B-1 2 10.# 0.7#

AT "B-2 4 4.7# 0.4#

AT "B-2 4 #.2# 0.4#

AT "B-! 1 !.! 0.!

AT "B-4 6 !.! 0.4#

AT "B-# 4 !.!# 0.4#

AT "B-6 1.2! 0.4#

REBARRCC

AT "B-1 1 10.# 0.! 0.7#

AT "B-2 2 4.7# 0.2! 0.4#

AT "B-2 2 #.2# 0.2! 0.4#

AT "B-! !.! 0.2! 0.!

AT "B-4 4 !.! 0.2! 0.4#

AT "B-# 2 !.47 0.2! 0.4#

AT "B-6 4 1.# 0.2! 0.4#

STAIRS FROM FGL TO -,.M$ 'TTERING

%OR RIER WALL 4 1.# 0.2

GRO'ND LANDING 2 1 1.7#

WAIT LAB 2 !.06 1.7#

EDGE IDE 2 4.06 0.1#

LANDING 2 !.! 1.7#

$$ REBAR

$$$RCCRAIER WALL 2 1.# 0.1# 0.2

GRO'ND LANDING 2 1 1.77 0.1#

WAIT LAB 2 !.06 1.77 0.1#

LANDING 2 !.! 1.77 0.1#

10BRICK WORK BELOW PLINTH

AT "B1 1 10.# 0.2! 1.1

AT "B2 2 4.7# 0.2! 1.4

AT "B2 2 #.2# 0.2! 1.4

AT "B! !.! 0.2! 1.##AT "B4 4 !.! 0.2! 1.4

AT "B# 2 !.! 0.2! 1.#

AT "B6 2 1.# 0.2! 1.#

TE" %ROM 0M LVL TO 1.# M LVL 1.7# 0.2! 0.1#


4/1704 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

11CABLE TRENCH

$ RIVER SAND FILLING 2 1.1# 2 0.1

2 6.# 2 0.1

1 6.# 2.1 0.1

$$ PCC 2 1.1# 2 0.07#

2 6.# 2 0.07#

1 6.# 2.1 0.07#

$$ SHUTTERING

'TTERING %OR RA%T 2 12.4# 0.2

4 6.7 0.2

'TTERING %OR WALL 2 17.7# 1.6#

2 10.1 1.#

4 6.642# 1.#4 6.242# 1.#

4 7.1 1.#

4 6.7 1.#

'TTERING %OR COVER LAB ! 7.1 1.#

4 1.# 1.#

DEDUCTIONS

'N O% IN COMING CABLE D'CT

WALL -2 1.# 1.#

D3?


5/170# 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

GRADE BEAM GB1 -4 10.#0 0.! 0.6

$ RIVER AND %ILLING 1 12.4# 6.7 0.0

1 10.27 !.! 0.0

$$ "CC 1 12.4# 6.7 0.1

1 10.27 !.! 0.1

$$$REBAR

B SUPER STRUCTURE UP TO FF

1 COLUMN UP TO FF

$ REBAR

$$ 'TTERING

AT C1 14 4.42 1.AT C2 2 4.42 1.46

DED'CTION AT BEAM LEVEL

AT BEAM %B4 'NCTION %OR C1 -20 0.2! 0.4

AT BEAM %B# 'NCTION IN C1 -4 0.2! 0.6

AT BEAM %B 'NCTION IN C1 -2 0.2! 0.#

AT BEAM %B1 'NCTION IN C1 -10 0.4 0.7#

AT BEAM %B2&%B! 'NCTION IN C1 - 0.2! 0.6


L$=39 ?


6/1706 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

DRO" ABOVE VARANDA 1 2#.6 0.0 1

! FF BEAM

$ REBAR

$$ 'TTEREING

AT %B-1 # 10.# 1.62

AT %B-2 2 4.7# 1.1#

AT %B-! 2 #.2# 1.1#

AT %B-4 10 !.! 0.7#

AT %B-# 2 !.! 1.1#

AT %B-6 7 1.#2 0.2

AT %B-7 6 !.! 0.#7

AT %B- 1 !.! 0.#

ABOVE ROLLING 'TTER- "B-6 2 1.7# 0.!

$$$RCC

AT %B-1 # 10.# 0.4 0.7#

AT %B-2 2 4.7# 0.2! 0.6

AT %B-! 2 #.2# 0.2! 0.6

AT %B-4 10 !.! 0.2! 0.4

AT %B-# ! !.! 0.2! 0.6

AT %B-6 7 1.# 0.! 0.4

AT %B-7 6 !.4 0.2! 0.!

AT %B- 1 !.! 0.2! 0.#

ABOVE ROLLING 'TTER- "B-6 2 1.7# 0.2! 0.4#

4 FF SLAB

$ 'TTERING

% 1 # 10.#4 !.!000

%! 1 #.4# !.!000

%2 6 1.4# !.!000

O'TER IDE 2 !!.60 0.1400

ADDITIONAL LAB ABOVE R 'TTER

O'TER IDE 2 2.7# 0.1#

LANDING A LI,E G% 2 2.7# 1.7#

$$ REBAR 1

$$$RCC

%-1 4 10.# !.! 0.14

%-1 1 10.# !.!# 0.14

%-2 6 !.4 1.#2 0.14

%B-! 1 #.!# !.!# 0.1#

LAB ABOVE ROLLING 1 2.7# 1.7# 0.1#

1 STAIR FROM -,.1M TO+ 1.21M LVL$ 'TTERING %OR TAIR '" TO %%

MID LANDING BEAM AT !.67#M 1 !.74# 0.!

MID LANDING LAB AT !.67#M 1 !.74# 1.!#

WAIT LAB 1 &2 2 4.0# 2.0!


7/1707 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

I$ REBAR

I$IRCC

TAIR %ROM 1.#M TO- #.#M LVL

MID LANDING BEAM AT !.67#M 1 !.! 0.2! 0.4#

MID LANDING LAB AT !.67#M 1 !.!# 1.!# 0.2

WAIT LAB 1 &2 2 4.06 1.6 0.2

6 34 BRICK WORKS AT GFALONG GRID A&C 12 !.! 0.2! !.7ALONG GRID 1:2 2 10 0.2! !.6#ALONG GRID 7 1 10.# 0.2! !.6#

WALL BETWEEN GRID B& C 1 !.! 0.2! !.#

TE" %ROM 1.# TO %% 14 1.72 0.2# 0.14#

DED'CTIONWINDOW -W -12 1.1 0.2! 1.4

VENTILATOR-V -10 1.1 0.2! 0.#

VENTILATOR-V -! 0. 0.2! 0.#

DOOR D1 -! 0. 0.2! 2.1

ROLLING 'TTER -1 2.7# 0.2! !.6

COLLA"ABLE GATE -1 1.# 0.2! 2.4

OLLE -1 1.2 0.2! 1.2

7 5.14HALF BRICK WALL

WALL AT GRID B 1 !.! !.#WALL AT TOILET 2 1. !.#

DED'CTION 2 1.0# !.#

DOOR D2 -2 0. 2.1

C SUP STRUC. FROM FF TO ROOF

1 COLUMN UP TO ROOF

$ REBAR

$$ 'TTERING

AT C1 14 !.# 1.

AT C2 2 !.# 1.46


AT BEAM RB4 'NCTION IN C1 -22 0.2! 0.4

AT BEAM RB7 'NCTION IN C1 -2 0.2! 0.#

AT BEAM RB1 'NCTION IN C1 -10 0.4 0.7#


AT BEAM RB# 'NCTION IN C1 -7 0.2! 0.#

ATBEAM 'NCTION C2 -6 0.2! 0.#

$$$RCC

AT C1 14 !.# 0.4 0.#

AT C2 2 !.# 0.2! 0.#

2 LINTEL 6SSHADE* LATH (DROP


8/170 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

$ 'TTERING %OR 'N ADE 1.6 0.7

'TTERING %OR LINTEL 24 !.! 0.!

1 10.# 0.6

2 10 0.6

LO%T 2 1.1# 0.6

2 .! 0.6

DRO" ABOVE VARANDA 1 2#.6 1

IIREBAR

$$$ RCC 'N ADE 1.6 0.6 0.1

RCC LINTEL 12 !.! 0.2! 0.!

1 10.# 0.2! 0.!

ABOVE 4.# WALL 1 2.77# 0.11# 0.!

1 !.76 0.2! 0.!LO%T 2 1.1# 0.6 0.0

2 .!4 0.6 0.0


! ROOF BEAM

$ SHUTTERING

AT RB1 # 10.# 1.62

AT RB! 6 !.4 0.6

AT RB4 11 !.! 0.

AT RB# 7 0.7# 1.27AT RB6 2 10 0.72

AT RB7 1 !.! 0.#

$$ REBAR

$$$RCC

AT RB1 # 10.# 0.4 0.7#

AT RB! 6 !.4 0.2! 0.!

AT RB4 11 !.! 0.2! 0.4

AT RB# 7 1.# 0.! 0.#

AT RB6 2 10 0.2! 0.#AT RB7 1 !.! 0.2! 0.#

4 ROOF SLAB

$ SHUTTERING

# 10.#0 !.!0

1 #.2# !.!0

6 1.#4 !.!0

O'TER IDE 2 !4.06 0.1#

$$ REBAR$$$RCC

RI 4 10.#0 !.!0 0.14

RI 1 10.#0 !.! 0.14

R! 1 #.! !.! 0.14


9/170 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

R2 6 1.#2 !.40 0.14

# 34 BRICK WORKS AT FF

ALONG GRID A&C 11 !.! 0.2! 2.

ALONG GRID 1:2 2 10 0.2! 2.7#

ALONG GRID 1:2&7 1 10.# 0.2! 2.4#

WALL BETWEEN GRID A& C 2 !.! 0.2! 2.6

TE" 11 1.7! 0.2# 0.14#

DED'CTION

WINDOW -W -11 1.1 0.2! 1.4

VENTILATOR-V -7 0. 0.2! 0.#

DOOR D1 -2 0. 0.2! 2.1

DOOR D -2 0. 0.2! 2.1

OLL -1 1.2 0.2! 1.2

6 5.14WALL AT FF

WALL AT GEN TOILET 2 1.# !.0#

2 1.0# !.0#

WALL AT LADIE TOILET 1 1.# !.0#

2 1.1# !.0#

DED'CTION -DOOR D2 -4 0. 2.1

#(a) 34 BRICK WORKS AT VARANDAH 1 2# 0.2! 0.

7 STAIR CASE STRUCTURE$ SHUTTERING

TAIR %ROM #.#M TO .04

MID LANDING BEAM AT 7.44#M 1 !.74# 0.!

MID LANDING LAB AT .04M 1 !.74# 1.!#

MALL LANDING AT #.#MLVL 1 1.6 0.7#

WAIT LAB ! & 4 2 !.12 2.0!

$$ REBAR FOR STAIR 1

$$$ RCC FOR STAIRTAIR %ROM #.#M TO .04

MID LANDING BEAM AT 7.44#M 1 !.74# 0.2! 0.4#

MID LANDING LAB AT .04M 1 !.74# 1.!# 0.2

MALL LANDING AT #.#MLVL 1 1.6 0.7# 0.2

WAIT LAB !&4 2 !.12 1.6 0.2

ROOF WORKS

a. ROOF LVL RCC * %&ad !""#

$ SHUTTEREING

B1 O?=3/ >$3 1 !.!0 0.#00B1 I3/ >$3 ! !.470 0.!60

B2 O?=3/ >$3 2 7.11# 0.#00

B2 I3/ >$3 2 6.42# 0.!60

B! O?=3/ >$3 1 !.!0 0.!00


10/17010 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

B! I3/ >$3 1 !.470 0.160

1 1 7.11# !.!0

C1 2 1.00 2.200

C2 2 1.460 2.200

$$ REBAR

$$$ RCC

COL'MN C1 AT "ARA"ET 0.0 0.40 0.#0

COL'MN C1 2 2.40 0.40 0.#0

COL'MN C2 2 2.40 0.2! 0.#0

BEAM B1 2 !.!0 0.2! 0.#0

BEAM B2 2 #.7 0.2! 0.#0

BEAM ! 1 !.! 0.2! 0.!

LAB 1 1 6.42# !.47 0.14

b BRICK WORK 34

AT "ARA"ET 6 !.! 0.2! 0.

1 10.# 0.2! 0.

1 #.2# 0.2! 0.

AT EAD ROOM 1 16.17 0.2! 1.

EAD ROOM "ARA"ET 1 20. 0.2! 0.!

DED'CTION

DOOR D1 -1 0. 0.2! 1.

WINDOW -1 1.1 0.2! 1.4

OLL -1 1.2 0.2! 1.2

< BRICK WORKS+34 IN PASSAGE 1 2# 0.2! 0.

DEXTERNAL FINISHING AND YARD WORKS

TAGE 4 "AMENT 20

EXTERNAL WOR, & ARD

1 TRAN%ORMER "LINT

a EXCAVATION

TRAN%ORMER %O'NDATION 1 !. 12. 1.#

CABLE TRENC 2 1.2 12. 1.#2 ! 1.2 1.#

b RIVER AND %ILLING 1 12.# 6.2 0.1

< "CC 1 12.# 6.2 0.07#

SHUTTERING

1 2#.22 0.2#

TRA" BEAM 2 1.76 0.!#

COL'MN 1.2 2.10

2 1.!6 2.10BEAM B1 2.47# 0.!2#

BEAM B2 4 2.47# 0.!2#

LAB 1 !.!# !.!#

TRAN%ORMER %O'NDATION & %IRE WALL-BAE


11/17011 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

%IRE WALL 2 4.2! 4.#0

CABLE D'CT RA%T ALONG "LINT 2 1 0.20

CABLE D'CT RA%T ARRO'ND "LINT-WALL 2 72 1.!0

COVER LAB 2 1 1.2

DEDUCTIONS

'N O% CABLE D'CT %ROM CNT. ROOM -2 !.2# 1.!0

3 REBAR FOR TRS. FORMER FND 2

@ RCC

TRAN%ORMER %O'NDATION 1 .! !.27# 0.2#

TRA" BEAM 2 .! 0.# 0.!#

COL'MN C1 0.! 0.! 2.10

BELOW GRO'ND C2 2 0.4# 0.! 1.00

ABOVE GROND C2 2 0.4# 0.2! 1.10BEAM AT %LOOR LEVEL B1 4 2.17# 0.! 0.!!

BEAM AT %LOOR LEVEL B2 2.17# 0.! 0.!!

LAB AT "LINT 2 ! ! 0.1

%IRE WALL 1 4.# 0.2! 4.#

CABLE DUCT AROUND PLINTH

RA%T 2 12.07 1.# 0.20

4 ! 1.# 0.20

WALL 1 46.4 0.1# 1.##

2.17# 0.1# 1.##

COVER LAB 2 12.07 1.2 0.1#4 ! 1.2 0.1#

DEDUCTIONS

'N O% CABLE D'CT %ROM CNT. ROOM -2 !.2# 1.! 0.1#

2

$ EARTH WORK EXCAVATION 1 2.# 4.2 1.#0

$$ RIVER SAND 1 2.# !. 0.0

$$$ PCC 1 2.# !. 0.10

$8 SHUTTEREING

RA%T 2 12 0.20

WALL 2 24 1.#0

COVER ALB 2 6 1.#

8 REBAR

8$ RCC

RA%T 1 2.# !.6# 0.20

WALL 2 2.# 0.2 1.20

1 2.# 0.2# 1.20BEAM 2 !.6# 0.! 0.!0

BEAM 1 !.6# 0.!# 0.20

COVER LAB 1 2.# !.6 0.20

CABLE DUCT FROM PLINTH TOBUILDING

CABLE D'CT %ROM TRAN%ORMER TOB'ILDING


12/17012 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

! INCOMING CABLE TRENCH

$ EXCAVATION 2 !.7 2.# 1.#0

$$ SAND FILLING 2 !.7 2.1 0.0

$$$ PCC 2 !.7 2.1 0.10

$8 SHUTTERING

RAFT 2 .! 0.20

WALLL 4 !.7 1.!0

4 !.7 1.1#

COVER 2 !.7 1.#

8 REBAR

8$ RCC

RA%T 2 !.7 1. 0.20

WALL 4 !.7 1.2 0.20

COVER 2 !.7 1. 0.1#

4 BACK FILLING 7RD STAGE

RE%ER T O% EXCAVATION

DED'CTION

R AND %ILLING O% TRAN %DN

"CC O% TRAN %DN

RCC O% TRAN %DN

# "AVING 1 66.40 1

6 ROADROAD BAE (METAL & GRAVEL) 1 1#.00 0.! 6

"CC B 40MM M#-1F4F 1 1#.00 0.1# 6

RCC B 20MM M1# 1 1#.00 0.1# 6

TO"ING B !TO 10MM M1# 1 1#.00 0.0# 6

REBAR 27# MM C+C-(!.0! ,G+M) 1

ROAD+ M 1 1#.00 6

7 'G 'M" (L'M"'M)

a EXCAVATION 1 4.#0 2.7 1.#

b RIVER AND %ILLING 1 4.10 2.! 0.1< "CC 1 4.10 2.! 0.1

'TTERING

%LOOR 1 12.00 0.2

WALL 1 22.0 2.1

COVER LAB 1 !.0 2.1

3 REBAR 22,G+M O% 'R%ACE AREA 1 44.70 22

@RCC

RCC %LOOR 1 !.0 2.1 0.2

RCC WALL 1 11.40 2.1 0.1#RCC COVER LAB 1 !.0 2.1 0.1#

"LATERING

%LOOR 1 !.00 1.

WALL 1 .60 2.2


13/1701! 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

CEILING 1 !.00 1.

MANOLE COVER 1

WEATERING CO'RE & TILING 1 21.7 10.#

YARD OPEN AREA FILLING 5TH STAGE

IE O% TE "LTOT 1 42.7!# 16.21 0.7

DED'CTION %OR BLG AREA -1 22.2 11 0.7

TRAN%ORMER ARD -1 12.!0 6 0.7

CABLE TRENCE AREA -1 2.#0 !.6 0.7

INCOMING TRENC AREA -2 !.70 1. 0.7

WATER TAN, -1 !.40 2.2 0.7

TAIR AREA -2 7.40 1.7# 0.7

E FINISHING WORKS

1 PLASTERING INTERNALa GF

WALL-CONTROL ROOM 1 #7.!1 4.2#

DED'CTION

W -12 1.1 1.4

V - 1.1 0.#

R -1 2.7# 4.1

D1 -2 0. 2.1

D1 -1 1.2 2.1

B3a ?/@a -4 0.11# !.

D1 & D2 -# 0. 2.1

'RINAL ENTR -2 1.0# !.

VENTILATOR -! 0. 0.6

D1 BATTER ROOM -1 1.2 2.1

TAIR ROOM 1 17.27 4.2#

DED'CTION %OR CG -1 1.# 2.1

DED'CTION %OR OLLE -1 1.2 1.2

b PLASTERING INTERNAL FF

WALL O%%ICE 1 #7.! !.!

DED'CTION

W -11 1.1 1.4

D1 -2 0. 2.1

D -2 1.1 2.1

GENT TOILET+BAT 2 #.1 !.!

WALL 'RINAL+"AAGE 1 12.4 !.!

DED'CTION %OR DOOR-D2& D1 -# 0. 2.1VENTILATOR -# 0. 0.6

LADIE TOILET 2 #.# !.!

DED'CTION %OR DOOR-D1 -2 0. 2

"AAGE 1 .!2 !.!


14/17014 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

DED'CTION D1 & D2 -# 0. 2.1

VENTILATOR -2 0. 0.6

TAIR ROOM AT %IRT %LOOR 1 17.27 !.!

DED'CTION AT ENTRANCE -1 !.! !.1

OLL -1 1.2 1.2

< EAD ROOM

WALL 1 16.# 2.2#

DED'CTION DOOR -1 0. 1.

WINDOW -1 1.1 1.4

OLL -1 1.2 1.2

2 CEILING PLASTERING

G

CEILING 1 1.1# 10.#%B1 BEAM DRO" 4 10.# 1.2

WET AREA 1 !.!# !.01#

BATTER ROOM 1 !.!# 2.24

TAIR MID LANDING 1 !.!# 1.4

WAIT 1 &2 2 1.7 4.06

VARANDA 1 22 1.7#

%B6 BEAM DRO" 7 1.# 0.#2

%B7 BEAM DRO" 6 !.! 0.16

RAIR AT 00 LVL

WAIT 2 !.1!47 1.#

O%%IT 2 !.!# 1.#

BEAM "" # &6 DRO" 2 6.47 0.2#

b CEILING PLASTERING FF

O%%ICE 1 1.1 10.#

LO%T 1 ## 1.2

WEWT AREA 1 !.!# #

VARANDA 1 22.2 1.7#RB1 BEAM DRO" 4 10.# 1.2

RB# BEAM DRO" 6 1.# 0.72

RB! BEAM DRO" 6 !.! 0.!

TAIR AREA

MID LANDING 1 !.74# 1.!#

MALL LANDING 1 1.6 0.7#

WAIT LAB ! & 4 2 !.12 2.0!

C EAD ROOM

CEILING 1 6.# !.!BEAM DRO" B! 1 !.! 0.1#

BEAM DRO" B2 2 1.# 0.!#

! PAINTING INTERNAL


15/1701# 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

a G%

WALL R%E%ER T %ROM "LATER

DED'CT WALL TILING G%

CEILING

b FF

WALL RE% T %ROM "LATER

DED'CT WALL TILING %%

CEILING

4 FLOORING

a GROUND FLOOR

CERAMIC %LOORING 1 1.1# 10.#

DED'CTION %OR CABLE TRENC

-1 14.!# 1.-1 12.## 1.

GENT TOILET-%LOORING 1 !.1## 2.


ACCE TE" & TAIR

%LOOR LANDING LAB AT 0.00M LVL 2 !.7 1.7#

TE" 20 1.7# 0.46

TAIR "AAGE AT ENTRANCE 1 #.2# !.!#

b FLOOR TILING GF STAIRMID LANDING AT !.67#M LVL 1 !.!# 1.2#

TE" 2 1.6 0.!#

< FLOOR TILING FF

%%-%LOORING 1 1.1# 10.#

GENT TOILET-%LOORING 1 !.!# !.01#

LADIE TOILET 1 !.!# 2.24

"AAGE AT VARANDA 1 22.2 1.6!

TAIR

TE" %ROM %% TO ROO% 20 1.6 0.!#MALL LANDING AT #.#MLVL 1 !.!# 0.7#

MID LANDING LAB 1 !.!# 1.2#

LANDING AT .04MLVL 1 !.!# 1.12

2 WALL DADO

a GROUND FLOOR

WALL TOILET+BAT 2 #. 2.1

WALL 'RINAL 1 4.7## 2.1

BAT "AAGE 1 .77 2.1

DED'CTION %OR DOOR-D2 -4 0. 2.1VENTILATOR -! 0. 0.6

DED'CTION %OR DOOR-D1 -1 0. 2.1

WALL SKIRTING

TAIR AREA 1 17.27 0.1


16/17016 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

DED'CTION %O CG -1 1.# 0.1

CONTROLL ROOM WALL TILING 2 1.1# 2.1

2 10.# 2.1

DEDUCTION

WINDOW -12 1.1 1.4

DOOR -2 0. 2.1

DOOR -1 1.2 2.1

ROLLING 'TTER -1 2.7# 2.1

b FF

GENT TOILET+BAT 2 #.1 2.1

WALL 'RINAL+"AAGE 1 12.4 2.1

DED'CTION %OR DOOR-D2& D1 -# 0. 2.1

VENTILATOR -# 0. 0.6

LADIE TOILET 2 #.# 2.1

DED'CTION %OR DOOR-D1 -2 0. 2"AAGE 1 .!2 2.1

DED'CTION D1 & D2 -# 0. 2.1


,IRTING

O%%ICE 1 #7.!7 0.1

DED'CTION DOOR D -2 1.1 0.1

DOOR D1 -2 0. 0.1

TAIR AREA 1 17.27 0.1

DED'CTION %OR ENTRANCE -1 !.! 0.1

"AAGE 2 2!.# 0.1DED'CTION %OR D -2 1.1 0.1

! EXTERNAL %INIING WOR,

a "LATERING EXTERENAL WALL 1 6.2 11.14

CORNICE AT "ARA"ET LVL 1 66.4

AT EAD ROOM ROO% 1 22.2

COL'MN "EOECTION O'T 12 0.2# 10.7#

COL'MN "EOECTION EAT+WET ! 0.17 10.7#

WARANDA "ARA"ET WALL AT %% 1 2# 1.

LAB ABOVE ROLLING 'TTER 1 #.17 2.7!DRO" AT %IRT %LOOR LVL 1 2# 2.1

COL'MN AT NORT 12 0.2# .!

ROO% LEVEL DRO" ABOVE VARANDA 1 2#.7 2.1

'NADE ABOVE WINDOW AT G% 7 !.4 1.2

'NADE AT %% !.4 1.2

EAD ROOM "LATERING EXTERNAL 1 1.1! 2.4

EAD ROOM "ARA"ET 1 22.2 0.6

COL'MN %ACE 1 1.1 2.7

"ARA"ET IN "AAGE AT ROO% 2 1.# 1.DED'CTION

WINDOW -24 0.72 1.02

CG -1 1.04 1.7

R -1 2.2 !.7


17/17017 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

DOOR D AT %% -2 0.64 1.7

DED'CTION %OR TAIR ENTR %% -1 !.! !.7

DOOD D AT ROO% D1 -1 0.44 1.7

OLL -! 0.74 0.74

%IRE WALL 1 .2# .#

4 EXTERNAL "AINTING

EXTERNAL WALL

# AND RAIL

ANDRAIL AT O TO 1.#M 2

ANDRAIL AT TAIR

WAIT LAB 1 &2 2 4.0#

WAIT LAB !&4 2 !.12

6 WATER TAN, 1000 LITER 2

7 BATER ROOM WALL ACID REITANT 1 10.2# 2.1

ELECTRICAL WOR, WIT %ITTING 1

"L'M"ING & ANITARWERE 1

10 EWAGE+ DRAINAGE WOR, !0

11E"TIC TAN,& OA,WA WIT COVER 1

12 RAIN WATER LINE & ARVETING 1

1! 1

14 IN"ECTION CAMBER !1# G'LL TRA" 2

16 OINERIE

a DOOR D (CW C %L' DOOR) 2 1.1 2.1

DOOR D1 (CW C %L' DOOR) 6 0. 2.1

b DOOR D2 ("VC DOOR) 6 0. 2.1

< ROLLING 'TTER 1 2.7# !.6

COLLA"IBLE GATE(M) 1 1.# 2.1

3 WINDOW(AL'MINI'M) 2! 1.1 1.4VENTILATOR IN CONTROL ROOM 10 1.1 0.#

VENTILATOR IN TOILET 0. 0.#

WINDOW IN TE "LACE O% OLL 1 1.2 1.2

VENTILATOR IN CONTROL ROOM 1.1 0.#

VENTILATOR IN TOILET 10 0. 0.#

@ GRILL WIT "AINTING W1 2#+>J 2! 1.1 1.4


20 NAME BOARD AT ROO% 1

21 BOREWELL 1

22 ACCE LADDER M- 4M AT ROO% 1

ENTRANCE GATE 6 H$3 2M WIC,EDGATE


18/1701 1-12

TERPRISES

8TY SUB TOTAL

1.2

2!.04 212.!2

17.0!#22.07!6 1.10

.464

1.1#2 10.616

7.0

0.64 7.62

!!.6

4.4 !

2.!244 2.!244

20.16

21.002.42

2.4 46.06

1.

10.6#

-1.!

-0.414-1.

-0.414

-0.1!

-0.06

a ("/;3a($=3 E)


19/1701 1-12

8TY SUB TOTAL

-1.!

-0.2

-0.621

-0.4#

-0.414 4.7!

#.0!1 #.0!1

10.22

0.4 11.06

1.7

0.06

0.!1

0.!4

1.06

0.0#

0.!2 4.10

!.16 !.16

6!

0.

.##

.4#

1.

0.4#

.1 111.06

.4#

0.

1.0

2.2

1.02

0.27

0.14 1#.2!

2!1.4!

-10.616

-7.62


20/17020 1-12

8TY SUB TOTAL

-46.060

-11.060

-4.102 1#1.62

1#.7#

.##

.4#

17.2

.1

6.0!

4.42 70.!

2.!77 2.!77

2.!6

0.

1.0

2.0#

1.!7

0.72

0.62 .1

1.20

!.#0

10.71

1.22

11.## 2.1

0.# 0.#

0.0

0.#!

1.62

1.7# 4.00

2.66

!.06

!.!

10.#4.2#

2.6

1.!#

0.#4 2.7


21/17021 1-12

8TY SUB TOTAL

7.27

2.60

1.!7 11.24

#.46

1.#

1.02 .4!

4.4

#.!6

#.60#

!0.!

!.##!7.4##

42.6

40.2

!1.#

-4.#

-1.14

-4.7# 2.#

#.72 #.72

1!.2

7.64

12.00

6.06

7.7!

.26.07

1.4

.7

-0.0

-0.2!

-0. 70.!0

10.6

71.#


22/17022 1-12

8TY SUB TOTAL

-7.#6 24#.2#

6.6

2.71 .40

.!6

!.! 11.7#

0.!7 0.!7

!.1 !.1

111.!12.1

-1.4

-0.##2

-0.2!

-!

-1.104

-0.644

-2.20

-0.207 114.#1

12.!

1.02 1!.!

1!.44

1.0

21.7!.6

2.2

2#.#0 #.6

0.1 0.1

1.1#

4.6#

0.2!0.11

0.72

0.1!


23/1702! 1-12

8TY SUB TOTAL

2.0# .04

6.02 6.1

#.0#

10.!

12.0

24.7#

7.#

.72

11.2

!.14

2.1 166.44

1#.7#

1.!1

1.4#

!.04

1.!7

1.26

1.41

0.!

0.!6 26.!2

17!.1

17.

2.71

.41

0.!

.6! 240.46

!.70 !.70

1.40

4.

4.!4

2.7!

0.72 !2.1

!.11

#.1

16.44 24.74


24/17024 1-12

8TY SUB TOTAL

1.0# 1.0#

0.!4

0.4

2.60 !.

!!.7016.7.1

2.66

0.7

-4.2

-1.#7

-0.!2

-1.!0

-2.2

-0.!

-0.!! #1.!

11.##1!.!0

7.!#

-!.7 2.42

!.1 !.1

.20

10.22

-2.024

-0.2!

-!

-0.46

-0.0#

-0.6 1.21

.0

0.1 10.61


25/1702# 1-12

8TY SUB TOTAL

.6

2!.76

6.!0

12.00

24.7!

12.6#

2#.60 114.00

0.7

0.77

2.7!

0.72

0.10

0.261.7#

0.0

2.0# .27

#.0#

14.0

2.04

6.6714.40

!.14 1#2.!7

#.1! #.1!

1#.7#

1.41

!.!4

1.#

2.!00.! 24.7#

17!.2#

17.!!

!0.4

10.22 2!1.2

!.21 !.21

1.40

4.

2.##


26/17026 1-12

8TY SUB TOTAL

4.!4 !1.27

2!.!

12.6#

#.2

!.#

0.6

-4.42

-0.7#

-0.7

-0.7

-0.!! !.!#

.1#

6.41

4.#

7.02

-7.#6 1.#

#.1 #.1

!.11

#.1

1.20

12.2 22.41

0.7 0.7

0.!

1.04

0.24

2.04 !.70

1.6#!.74

7.11#

4.626

1.17


27/17027 1-12

8TY SUB TOTAL

0.###

27.62

7.20

6.424 61.44

1.1 1.1

1.44

0.6

0.##

0.76

1.!#

0.2!

!.12 .41

4.10

2.17

1.0

7.07

1.44

-0.!

-0.40

-0.!! 14.74

#.1 #.1

7#.47

46.4410.0 1!2.71

7.7# 7.7#

#.1 #.1

!#.6!

!#.6!

20.160

#.712!#.6!

!#.6!

11.22!


28/1702 1-12

8TY SUB TOTAL

!#.6!

!#.6!

!#.6!

4!.200

-.4#0 !2!.#

6.022! 6.02

7.6

!.2

1.#1

0.27

0.2!0.#

1.70

!.1#

#.12

7.24

!.60

10.1

4.0#

4.!#2.16

-1.26 #4.!

1#.7# 1#.7#

0.76

0.#

!#.6!

!#.6!

1.000 .!

0.4#4 0.4#

1.!

1.20

0.7#0.66

0.26

1.0 6.4


29/1702 1-12

8TY SUB TOTAL

27.7# 27.7#

1.24

1.##

!.72

1.24

17.02

11.10 #1.0

0.!7 0.!7

2.1

!.##

2.11 .47

1!2.71

-7.7#

-#.1

-#4.! 64.!1

66.40 66.40

27.00

1!.#0

1!.#0

4.#0

0.00 0.00

1.2! 1.2!

0.4 0.40.4 0.4

2.40

47.

.1 #.47

0. 0.

1.64

!.#1.2! 6.46

#.40

21.12


30/170!0 1-12

8TY SUB TOTAL

#.40 !1.2

1.00

227.# 227.#

44.1

-170.4

-#1.66

-6.!0

-.4

-#.24

-1.1! 222.1

24!.#7

-20.6

-6.16

-11.2

-!.7

-2.#2

-1.#

42.7#10!.2#

-1.7#

-.4#

-7.

-1.44

-2.#2

7!.40

-!.1#

-1.44 !.#

1.0

-1.21

-!.7

-4.62

!!.66

40.2

-.40-2.40

!6.!0

-!.20

27.46


31/170!1 1-12

8TY SUB TOTAL

-.40

-0.6

#6.

-10.2!

-1.44

!7.!1

-1.71

-1.7#

-1.44 !#4.1

10.4#0.40

10.21

7.#

4.74

1#.1

!.#0

#.46

!.17

.42

10.16

!.24 !4.

10.

6#.6

16.!

!.##0.40

6.4

7.72

#.1

1.20

12.2

2!.270.#1

1.0# 421.!7


32/170!2 1-12

8TY SUB TOTAL

!#4.1

-1!2.!6

!26.1

!#4.1

-7#.

421.!7 1247.67

10.4

-27.!!-2!.1

.1#

7.#

12.#

16.10

17.77 20!.2#

4.2!

1.!! 22.#6

10.4

10.21

7.#

!6.1

12.642.#4

4.2!

!.7 26.12

24.7

.

1.42

-6.72-1.44

-1.6

1.7!


33/170!! 1-12

8TY SUB TOTAL

-0.1#

76.!

44.10

-20.6

-!.7

-2.#2

-#.7 1!2.!6

21.42

26.04

-.40

-2.40

2!.10

-!.2017.47

-.40

-0.6

#.74

-0.22

-0.1

1.7!

-0.!!

4.70-0.22 7#.

7#.7#

66.40

22.20

!2.2#

#.4

4#.00

14.11#2.#0

27.0

#!.7

2.#6

!2.64

4!.#1

1!.!2

4.

#.70

-17.6!

-1.4

-.6


34/170


35/170!# @ 170 WORLD CRET TOWER "O RE%F C0227 DATED 0!.0#.14

ANNEXURE II

BOQ & SCHEDULE OF PRICES

33 / 11 KV SUB-STATION WORKS AT NORTH CHENNAI, INDIA

SR. NO. DESCRIPTION OF ITEM

1

2

3 Back filling with excavated earth including consolidation asper specfication.

4

5 PCC M1 !1"3"#$ asper specification

#

% &CC M25 for lintel'sunshade'(ea) and sla(

* P+, for) work for all &CC ite)s

- P+, of reinforce)ent steel M for all &CC ite)s

1 P+/ paved area 0ccess

11 P+/ BB )asonar of 3)) thick co)pound wall

12 P+ plastering +.

13 P+ painting + B ce)ent paint

14 ,looring

15 6xpansion 7oint

1# 6ntrance gate 0 ou(le leaf with &CC Pillar

1% 8tor) water drain arrange)ents

1* nternal 6lectrical works

1- nternal &oad

2 Clear water su)p

6xcavation in all soils .)tr to2. )tr' including disposal of earth upto 1 )trfro) the point.

6xcavation in all soils 2.1)tr to2.5 )tr' including disposal of earth upto 1 )trfro) the point.

Back filling with (ought out earth including consolidation asper specfication.!&iversand$

&CC M25 for strip foundation!co)(ined footing$9rade (ea)'grade sla('ca(letrench wall + grade sla( 9, incl rf plinth and fire wall.


36/170!6 @ 170 WORLD CRET TOWER "O RE%F C0227 DATED 0!.0#.14

21 : sintex 0oilet and la( re;uire)ents

22 Plu)(ing and sanitar 0 (uilding toilet

23 inspection cha)(er

24 9ull rap

25 ?. @C6 BA6 &6 68M6 >?. @/?. A6@& 8:// C&&?


37/170!7 @ 170 WORLD CRET TOWER "O RE%F C0227 DATED 0!.0#.14

CIVIL WORKS

HARINI ENTERPRISES

UNIT QT'.

SUPPL' & INSTALLATION

CM %44. *42.2% #2#'#4*.**

CM %'44. 3%2.3%2 2'%%'44%.#*

8>M 12'4. 115.25* 1'3*%'%#.32

8>M 3'52. 11%.312 4'11-'4-*.24

&M 4*. 23.-1* -%'**.#4

@8 4. *422% 33#'-*.

&M 24. -%5.2# 234'#2.4

/


38/170! @ 170 WORLD CRET TOWER "O RE%F C0227 DATED 0!.0#.14

/


39/170! 1-12

HARINI ENTERPRISES

MEASUREMENT SHEET JOINTLY ARRIVED BY M/S. DSWE and HARINI E

SI NO DESCRIPTION OF ACTIVITIES NOS

A SUB STRUCTURE

1(a) EARTH WORK IN EXCAVATION

ALONG GRID A1 TO A7*& C1 TO C7 14 2.6 2.6 2

ALONG GRID B1 TO B2 2 2.4 2.4 2

1.(b) EXCAVATION BELOW 2M

ALONG GRID A1 TO A7*& C1 TO C7 14 2.6 2.6 0.1ALONG GRID B1 TO B2 2 2.4 2.4 0.1

2 RIVER SAND BEDDING

ALONG GRID A & C 14 2.6 2.6 0.1

ALONG GRID B1 TO B2 2 2.4 2.4 0.1

! PCC FOR FOOTINGS

"CC ALONG GRID A & C 14 2.6 2.6 0.07#

"CC ALONG GRID B1 TO B2 2 2.4 2.4 0.07#

4 FOOTING

$ SHUTTERING

AT%1 14 .6 0.2#

AT%2 2 . 0.2#

$$ REBAR (!"# BBS $%&&' 1

$$$ RCC

AT %1 (RECTANG'LAR) 14 2.4 2.4 0.2#

AT %1 (TRA"EOIDAL) 14 1.#AT %2 (RECTANG'LAR) 2 2.2 2.2 0.2#

AT %1 (TRA"EOIDAL) 2 1.24

# COLUMN UP TO PLINTH LVL

SHUTTERING

$ AT C1 14 !.6# 1.

AT C2 2 !.6# 1.46

DED'CTION AT GRADE LEVEL

AT GB! BEAM 'NCTION %OR C1 -20 0.2! 0.!

AT GB4 BEAM 'NCTION %OR C1 -4 0.2! 0.4#AT GB1 BEAM 'NCTION %OR C1 -10 0.! 0.6

AT GB2 BEAM 'NCTION %OR C1 -4 0.2! 0.4#

AT GB1 IN CANTILEVER %OR C2 -1 0.2! 0.6

AT GB! IN CANTILEVER %OR C2 -1 0.2! 0.!

PROJECT ) !!+11 ,VA 'B TATION WOR, NORT CENNAI.

SITE ) MADAVARAM

CLIENT ) M+. DRA,E & C'LL WATER & ENERG "VT LTD.

MEASUREMNT ARRIVED BY) M/.Ma3 Na53/ ( Maa3/ C$8$9:DWE) a M/.Ra;a/E:a/$$):M/.Aba/a>a ($=3 E)

CHECKED * RE+ARRIVED BY ) M/.$8a>?b/aa$a(E$33/ C$8$9:DWE) a M/.Aba/

LENGTHIN M

WIDTHIN M

HEIGHT/ DEPTH

IN M


40/17040 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

DED'CTION AT "LINT LEVEL

AT BEAM "B! 'NCTION %OR C1 -20 0.2! 0.!

AT BEAM "B2 'NCTION %OR C1 & C2 - 0.2! 0.4#

AT BEAM "B1 'NCTION %OR C1 -6 0.2! 0.4#

AT BEAM "B6 'NCTION %OR C1 -2 0.! 0.7#

ATBEAM "B4 'NCTION %OR C2 -4 0.2! 0.4#

$$ REBAR 1

$$$ RCC COLUMN

AT C1 14 !.6# 0.4 0.#

AT C2 2 !.6# 0.2! 0.#

6 GRADE BEAM$ PCC

AT GB-1 # 10.# 0.# 0.07#

AT GB-1 Ca=$9383/ @/ >=a$/ 1 1.# 0.# 0.07#

AT GB-2 2 4.7# 0.4! 0.07#

AT GB-2 2 #.2# 0.4! 0.07#

AT GB-! 10 !.! 0.4! 0.07#

AT GB-! Ca=$9383/ @/ >=a$/ 1 1.# 0.4! 0.07#

AT GB-4 ! !.! 0.4! 0.07#

$$I REBAR 1IVSHURTTERING FOR GBEAMS

AT GB-1 10 10.# 0.6

AT GB-1 Ca=$9383/ @/ >=a$/ 1 1.# 0.6

AT GB-2 4 4.7# 0.4#

AT GB-2 4 #.2# 0.4#

AT GB-! 20 !.! 0.!

AT GB-! Ca=$9383/ @/ >=a$/ 1 1.# 0.!

AT GB-4 6 !.! 0.4#

8 RCCAT GB-1 # 10.# 0.! 0.6

AT GB-2 2 4.7# 0.2! 0.4#

AT GB-2 2 #.2# 0.2! 0.4#

AT GB-! 10 !.! 0.2! 0.!

AT GB-4 ! !.! 0.2! 0.4#

GB1 %OR TAIR 1 1.# 0.! 0.6

GB! %OR TAIR 1 1.# 0.! 0.!

7 BACK FILLING STAGE ,

RE%ER EXCAVTION T 1 2!1.4!DED'CTION

RIVER AND %ILLING BELOW %OOTING -1 10.616

"CC BELOW %OOTING -1 7.62


41/17041 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

RCC %OOTING -1 46.06

COL'MN -1 11.06

GARDE BEAM "CC -1 4.10

PLINTH BEAM

SHUTTERING

AT "B-1 2 10.# 0.7#

AT "B-2 4 4.7# 0.4#

AT "B-2 4 #.2# 0.4#

AT "B-! 1 !.! 0.!

AT "B-4 6 !.! 0.4#

AT "B-# 4 !.!# 0.4#

AT "B-6 1.2! 0.4#

REBARRCC

AT "B-1 1 10.# 0.! 0.7#

AT "B-2 2 4.7# 0.2! 0.4#

AT "B-2 2 #.2# 0.2! 0.4#

AT "B-! !.! 0.2! 0.!

AT "B-4 4 !.! 0.2! 0.4#

AT "B-# 2 !.47 0.2! 0.4#

AT "B-6 4 1.# 0.2! 0.4#

STAIRS FROM FGL TO -,.M$ 'TTERING

%OR RIER WALL 4 1.# 0.2

GRO'ND LANDING 2 1 1.7#

WAIT LAB 2 !.06 1.7#

EDGE IDE 2 4.06 0.1#

LANDING 2 !.! 1.7#

$$ REBAR

$$$RCCRAIER WALL 2 1.# 0.1# 0.2

GRO'ND LANDING 2 1 1.77 0.1#

WAIT LAB 2 !.06 1.77 0.1#

LANDING 2 !.! 1.77 0.1#

10BRICK WORK BELOW PLINTH

AT "B1 1 10.# 0.2! 1.1

AT "B2 2 4.7# 0.2! 1.4

AT "B2 2 #.2# 0.2! 1.4

AT "B! !.! 0.2! 1.##AT "B4 4 !.! 0.2! 1.4

AT "B# 2 !.! 0.2! 1.#

AT "B6 2 1.# 0.2! 1.#

TE" %ROM 0M LVL TO 1.# M LVL 1.7# 0.2! 0.1#


42/17042 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

11CABLE TRENCH

$ RIVER SAND FILLING 2 1.1# 2 0.1

2 6.# 2 0.1

1 6.# 2.1 0.1

$$ PCC 2 1.1# 2 0.07#

2 6.# 2 0.07#

1 6.# 2.1 0.07#

$$ SHUTTERING

'TTERING %OR RA%T 2 12.4# 0.2

4 6.7 0.2

'TTERING %OR WALL 2 17.7# 1.6#

2 10.1 1.#

4 6.642# 1.#4 6.242# 1.#

4 7.1 1.#

4 6.7 1.#

'TTERING %OR COVER LAB ! 7.1 1.#

4 1.# 1.#

DEDUCTIONS

'N O% IN COMING CABLE D'CT

WALL -2 1.# 1.#

D3?


43/1704! 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

GRADE BEAM GB1 -4 10.#0 0.! 0.6

$ RIVER AND %ILLING 1 12.4# 6.7 0.0

1 10.27 !.! 0.0

$$ "CC 1 12.4# 6.7 0.1

1 10.27 !.! 0.1

$$$REBAR

TOTAL(A

B SUPER STRUCTURE UP TO FF

1 COLUMN UP TO FF

$ REBAR$$ 'TTERING

AT C1 14 4.42 1.

AT C2 2 4.42 1.46



AT BEAM %B# 'NCTION IN C1 -4 0.2! 0.6

AT BEAM %B 'NCTION IN C1 -2 0.2! 0.#

AT BEAM %B1 'NCTION IN C1 -10 0.4 0.7#

AT BEAM %B2&%B! 'NCTION IN C1 - 0.2! 0.6

AT BEAM %B6 'NCTION %OR C1 -7 0.2! 0.4L$=39 ?


44/17044 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

MID LVL 4.# 1 !. 0.11# 0.!


! FF BEAM

$ REBAR

$$ 'TTEREING

AT %B-1 # 10.# 1.62

AT %B-2 2 4.7# 1.1#

AT %B-! 2 #.2# 1.1#

AT %B-4 10 !.! 0.7#

AT %B-# 2 !.! 1.1#

AT %B-6 7 1.#2 0.2

AT %B-7 6 !.! 0.#7

AT %B- 1 !.! 0.#ABOVE ROLLING 'TTER- "B-6 2 1.7# 0.!

$$$RCC

AT %B-1 # 10.# 0.4 0.7#

AT %B-2 2 4.7# 0.2! 0.6

AT %B-! 2 #.2# 0.2! 0.6

AT %B-4 10 !.! 0.2! 0.4

AT %B-# ! !.! 0.2! 0.6

AT %B-6 7 1.# 0.! 0.4

AT %B-7 6 !.4 0.2! 0.!AT %B- 1 !.! 0.2! 0.#

ABOVE ROLLING 'TTER- "B-6 2 1.7# 0.2! 0.4#

4 FF SLAB

$ 'TTERING

% 1 # 10.#4 !.!000

%! 1 #.4# !.!000

%2 6 1.4# !.!000

O'TER IDE 2 !!.60 0.1400

ADDITIONAL LAB ABOVE R 'TTERO'TER IDE 2 2.7# 0.1#

LANDING A LI,E G% 2 2.7# 1.7#

$$ REBAR 1

$$$RCC

%-1 4 10.# !.! 0.14

%-1 1 10.# !.!# 0.14

%-2 6 !.4 1.#2 0.14

%B-! 1 #.!# !.!# 0.1#

LAB ABOVE ROLLING 1 2.7# 1.7# 0.1#

1 STAIR FROM -,.1M TO+ 1.21M LVL

$ 'TTERING %OR TAIR '" TO %%

MID LANDING BEAM AT !.67#M 1 !.74# 0.!


45/1704# 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

MID LANDING LAB AT !.67#M 1 !.74# 1.!#

WAIT LAB 1 &2 2 4.0# 2.0!

I$REBAR

I$IRCC

TAIR %ROM 1.#M TO- #.#M LVL

MID LANDING BEAM AT !.67#M 1 !.! 0.2! 0.4#

MID LANDING LAB AT !.67#M 1 !.!# 1.!# 0.2

WAIT LAB 1 &2 2 4.06 1.6 0.2

6 34 BRICK WORKS AT GFALONG GRID A&C 12 !.! 0.2! !.7ALONG GRID 1:2 2 10 0.2! !.6#ALONG GRID 7 1 10.# 0.2! !.6#

WALL BETWEEN GRID B& C 1 !.! 0.2! !.#TE" %ROM 1.# TO %% 14 1.72 0.2# 0.14#

DED'CTION

WINDOW -W -12 1.1 0.2! 1.4

VENTILATOR-V -10 1.1 0.2! 0.#

VENTILATOR-V -! 0. 0.2! 0.#

DOOR D1 -! 0. 0.2! 2.1

ROLLING 'TTER -1 2.7# 0.2! !.6

COLLA"ABLE GATE -1 1.# 0.2! 2.4

OLLE -1 1.2 0.2! 1.2

7 5.14HALF BRICK WALL

WALL AT GRID B 1 !.! !.#

WALL AT TOILET 2 1. !.#

DED'CTION 2 1.0# !.#

DOOR D2 -2 0. 2.1

TOTAL(B

C SUP STRUC. FROM FF TO ROOF

1 COLUMN UP TO ROOF

$ REBAR

$$ 'TTERING

AT C1 14 !.# 1.

AT C2 2 !.# 1.46


AT BEAM RB4 'NCTION IN C1 -22 0.2! 0.4


AT BEAM RB1 'NCTION IN C1 -10 0.4 0.7#


AT BEAM RB# 'NCTION IN C1 -7 0.2! 0.#

ATBEAM 'NCTION C2 -6 0.2! 0.#

$$$RCC


46/17046 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

AT C1 14 !.# 0.4 0.#

AT C2 2 !.# 0.2! 0.#

2 LINTEL 6SSHADE* LATH (DROP

$ 'TTERING %OR 'N ADE 1.6 0.7

'TTERING %OR LINTEL 24 !.! 0.!

1 10.# 0.6

2 10 0.6

LO%T 2 1.1# 0.6

2 .! 0.6

DRO" ABOVE VARANDA 1 2#.6 1

IIREBAR

$$$ RCC 'N ADE 1.6 0.6 0.1RCC LINTEL 12 !.! 0.2! 0.!

1 10.# 0.2! 0.!

ABOVE 4.# WALL 1 2.77# 0.11# 0.!

1 !.76 0.2! 0.!

LO%T 2 1.1# 0.6 0.0

2 .!4 0.6 0.0


! ROOF BEAM

$ SHUTTERINGAT RB1 # 10.# 1.62

AT RB! 6 !.4 0.6

AT RB4 11 !.! 0.

AT RB# 7 0.7# 1.27

AT RB6 2 10 0.72

AT RB7 1 !.! 0.#

$$ REBAR

$$$RCC

AT RB1 # 10.# 0.4 0.7#AT RB! 6 !.4 0.2! 0.!

AT RB4 11 !.! 0.2! 0.4

AT RB# 7 1.# 0.! 0.#

AT RB6 2 10 0.2! 0.#

AT RB7 1 !.! 0.2! 0.#

4 ROOF SLAB

$ SHUTTERING

# 10.#0 !.!0

1 #.2# !.!06 1.#4 !.!0

O'TER IDE 2 !4.06 0.1#

$$ REBAR


47/17047 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

$$$RCC

RI 4 10.#0 !.!0 0.14

RI 1 10.#0 !.! 0.14

R! 1 #.! !.! 0.14

R2 6 1.#2 !.40 0.14

# 34 BRICK WORKS AT FF

ALONG GRID A&C 11 !.! 0.2! 2.

ALONG GRID 1:2 2 10 0.2! 2.7#

ALONG GRID 1:2&7 1 10.# 0.2! 2.4#

WALL BETWEEN GRID A& C 2 !.! 0.2! 2.6

TE" 11 1.7! 0.2# 0.14#

DED'CTION

WINDOW -W -11 1.1 0.2! 1.4

VENTILATOR-V -7 0. 0.2! 0.#DOOR D1 -2 0. 0.2! 2.1

DOOR D -2 0. 0.2! 2.1

OLL -1 1.2 0.2! 1.2

6 5.14WALL AT FF

WALL AT GEN TOILET 2 1.# !.0#

2 1.0# !.0#

WALL AT LADIE TOILET 1 1.# !.0#

2 1.1# !.0#

DED'CTION -DOOR D2 -4 0. 2.1

#(a) 34 BRICK WORKS AT VARANDAH 1 2# 0.2! 0.

7 STAIR CASE STRUCTURE

$ SHUTTERING


MID LANDING BEAM AT 7.44#M 1 !.74# 0.!

MID LANDING LAB AT .04M 1 !.74# 1.!#

MALL LANDING AT #.#MLVL 1 1.6 0.7#

WAIT LAB ! & 4 2 !.12 2.0!

$$ REBAR FOR STAIR 1

$$$ RCC FOR STAIR


MID LANDING BEAM AT 7.44#M 1 !.74# 0.2! 0.4#

MID LANDING LAB AT .04M 1 !.74# 1.!# 0.2

MALL LANDING AT #.#MLVL 1 1.6 0.7# 0.2

WAIT LAB !&4 2 !.12 1.6 0.2

ROOF WORKS

a. ROOF LVL RCC * %&ad !""#

$ SHUTTEREING

B1 O?=3/ >$3 1 !.!0 0.#00


48/1704 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

B1 I3/ >$3 ! !.470 0.!60

B2 O?=3/ >$3 2 7.11# 0.#00

B2 I3/ >$3 2 6.42# 0.!60

B! O?=3/ >$3 1 !.!0 0.!00

B! I3/ >$3 1 !.470 0.160

1 1 7.11# !.!0

C1 2 1.00 2.200

C2 2 1.460 2.200

$$ REBAR

$$$ RCC

COL'MN C1 AT "ARA"ET 0.0 0.40 0.#0

COL'MN C1 2 2.40 0.40 0.#0

COL'MN C2 2 2.40 0.2! 0.#0

BEAM B1 2 !.!0 0.2! 0.#0BEAM B2 2 #.7 0.2! 0.#0

BEAM ! 1 !.! 0.2! 0.!

LAB 1 1 6.42# !.47 0.14

b BRICK WORK 34

AT "ARA"ET 6 !.! 0.2! 0.

1 10.# 0.2! 0.

1 #.2# 0.2! 0.

AT EAD ROOM 1 16.17 0.2! 1.

EAD ROOM "ARA"ET 1 20. 0.2! 0.!DED'CTION

DOOR D1 -1 0. 0.2! 1.

WINDOW -1 1.1 0.2! 1.4

OLL -1 1.2 0.2! 1.2

< BRICK WORKS+34 IN PASSAGE 1 2# 0.2! 0.

TOTAL ( C

DEXTERNAL FINISHING AND YARD WORKS

TAGE 4 "AMENT 20EXTERNAL WOR, & ARD

1 TRAN%ORMER "LINT

a EXCAVATION

TRAN%ORMER %O'NDATION 1 !. 12. 1.#

CABLE TRENC 2 1.2 12. 1.#

2 ! 1.2 1.#

b RIVER AND %ILLING 1 12.# 6.2 0.1

< "CC 1 12.# 6.2 0.07#

SHUTTERING

1 2#.22 0.2#

TRA" BEAM 2 1.76 0.!#

TRAN%ORMER %O'NDATION & %IRE WALL-BAE


49/1704 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

COL'MN 1.2 2.10

2 1.!6 2.10

BEAM B1 2.47# 0.!2#

BEAM B2 4 2.47# 0.!2#

LAB 1 !.!# !.!#

%IRE WALL 2 4.2! 4.#0

CABLE D'CT RA%T ALONG "LINT 2 1 0.20

CABLE D'CT RA%T ARRO'ND "LINT-WALL 2 72 1.!0

COVER LAB 2 1 1.2

DEDUCTIONS

'N O% CABLE D'CT %ROM CNT. ROOM -2 !.2# 1.!0

3 REBAR FOR TRS. FORMER FND 2

@ RCCTRAN%ORMER %O'NDATION 1 .! !.27# 0.2#

TRA" BEAM 2 .! 0.# 0.!#

COL'MN C1 0.! 0.! 2.10

BELOW GRO'ND C2 2 0.4# 0.! 1.00

ABOVE GROND C2 2 0.4# 0.2! 1.10

BEAM AT %LOOR LEVEL B1 4 2.17# 0.! 0.!!

BEAM AT %LOOR LEVEL B2 2.17# 0.! 0.!!

LAB AT "LINT 2 ! ! 0.1

%IRE WALL 1 4.# 0.2! 4.#

CABLE DUCT AROUND PLINTHRA%T 2 12.07 1.# 0.20

4 ! 1.# 0.20

WALL 1 46.4 0.1# 1.##

2.17# 0.1# 1.##

COVER LAB 2 12.07 1.2 0.1#

4 ! 1.2 0.1#

DEDUCTIONS

'N O% CABLE D'CT %ROM CNT. ROOM -2 !.2# 1.! 0.1#

2

$ EARTH WORK EXCAVATION 1 2.# 4.2 1.#0

$$ RIVER SAND 1 2.# !. 0.0

$$$ PCC 1 2.# !. 0.10

$8 SHUTTEREING

RA%T 2 12 0.20

WALL 2 24 1.#0

COVER ALB 2 6 1.#8 REBAR

8$ RCC

RA%T 1 2.# !.6# 0.20

WALL 2 2.# 0.2 1.20

CABLE DUCT FROM PLINTH TOBUILDING

CABLE D'CT %ROM TRAN%ORMER TOB'ILDING


50/170#0 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

1 2.# 0.2# 1.20

BEAM 2 !.6# 0.! 0.!0

BEAM 1 !.6# 0.!# 0.20

COVER LAB 1 2.# !.6 0.20

! INCOMING CABLE TRENCH

$ EXCAVATION 2 !.7 2.# 1.#0

$$ SAND FILLING 2 !.7 2.1 0.0

$$$ PCC 2 !.7 2.1 0.10

$8 SHUTTERING

RAFT 2 .! 0.20

WALLL 4 !.7 1.!0

4 !.7 1.1#

COVER 2 !.7 1.#

8 REBAR

8$ RCC

RA%T 2 !.7 1. 0.20

WALL 4 !.7 1.2 0.20

COVER 2 !.7 1. 0.1#

4 BACK FILLING 7RD STAGE

RE%ER T O% EXCAVATION

DED'CTION

R AND %ILLING O% TRAN %DN"CC O% TRAN %DN

RCC O% TRAN %DN

# "AVING 1 66.40 1

6 ROAD

ROAD BAE (METAL & GRAVEL) 1 1#.00 0.! 6

"CC B 40MM M#-1F4F 1 1#.00 0.1# 6

RCC B 20MM M1# 1 1#.00 0.1# 6

TO"ING B !TO 10MM M1# 1 1#.00 0.0# 6

REBAR 27# MM C+C-(!.0! ,G+M) 1ROAD+ M 1 1#.00 6

7 'G 'M" (L'M"'M)

a EXCAVATION 1 4.#0 2.7 1.#

b RIVER AND %ILLING 1 4.10 2.! 0.1

< "CC 1 4.10 2.! 0.1

'TTERING

%LOOR 1 12.00 0.2

WALL 1 22.0 2.1

COVER LAB 1 !.0 2.1

3 REBAR 22,G+M O% 'R%ACE AREA 1 44.70 22

@RCC

RCC %LOOR 1 !.0 2.1 0.2


51/170#1 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

RCC WALL 1 11.40 2.1 0.1#

RCC COVER LAB 1 !.0 2.1 0.1#

"LATERING

%LOOR 1 !.00 1.

WALL 1 .60 2.2

CEILING 1 !.00 1.

MANOLE COVER 1

WEATERING CO'RE & TILING 1 21.7 10.#

YARD OPEN AREA FILLING 5TH STAGE

IE O% TE "LTOT 1 42.7!# 16.21 0.7

DED'CTION %OR BLG AREA -1 22.2 11 0.7

TRAN%ORMER ARD -1 12.!0 6 0.7

CABLE TRENCE AREA -1 2.#0 !.6 0.7

INCOMING TRENC AREA -2 !.70 1. 0.7WATER TAN, -1 !.40 2.2 0.7

TAIR AREA -2 7.40 1.7# 0.7

TOTAL OF (D

E FINISHING WORKS

1 PLASTERING INTERNAL

a GF

WALL-CONTROL ROOM 1 #7.!1 4.2#

DED'CTION

W -12 1.1 1.4V - 1.1 0.#

R -1 2.7# 4.1

D1 -2 0. 2.1

D1 -1 1.2 2.1

B3a ?/@a -4 0.11# !.

D1 & D2 -# 0. 2.1'RINAL ENTR -2 1.0# !.


D1 BATTER ROOM -1 1.2 2.1

TAIR ROOM 1 17.27 4.2#

DED'CTION %OR CG -1 1.# 2.1

DED'CTION %OR OLLE -1 1.2 1.2

b PLASTERING INTERNAL FF

WALL O%%ICE 1 #7.! !.!

DED'CTIONW -11 1.1 1.4

D1 -2 0. 2.1

D -2 1.1 2.1

GENT TOILET+BAT 2 #.1 !.!


52/170#2 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

WALL 'RINAL+"AAGE 1 12.4 !.!



LADIE TOILET 2 #.# !.!


"AAGE 1 .!2 !.!

DED'CTION D1 & D2 -# 0. 2.1


TAIR ROOM AT %IRT %LOOR 1 17.27 !.!

DED'CTION AT ENTRANCE -1 !.! !.1

OLL -1 1.2 1.2

< EAD ROOM

WALL 1 16.# 2.2#

DED'CTION DOOR -1 0. 1.WINDOW -1 1.1 1.4

OLL -1 1.2 1.2

2 CEILING PLASTERING

G

CEILING 1 1.1# 10.#

%B1 BEAM DRO" 4 10.# 1.2

WET AREA 1 !.!# !.01#


TAIR MID LANDING 1 !.!# 1.4WAIT 1 &2 2 1.7 4.06

VARANDA 1 22 1.7#

%B6 BEAM DRO" 7 1.# 0.#2

%B7 BEAM DRO" 6 !.! 0.16

RAIR AT 00 LVL

WAIT 2 !.1!47 1.#

O%%IT 2 !.!# 1.#

BEAM "" # &6 DRO" 2 6.47 0.2#

b CEILING PLASTERING FF

O%%ICE 1 1.1 10.#

LO%T 1 ## 1.2

WEWT AREA 1 !.!# #

VARANDA 1 22.2 1.7#

RB1 BEAM DRO" 4 10.# 1.2

RB# BEAM DRO" 6 1.# 0.72

RB! BEAM DRO" 6 !.! 0.!

TAIR AREAMID LANDING 1 !.74# 1.!#

MALL LANDING 1 1.6 0.7#

WAIT LAB ! & 4 2 !.12 2.0!


53/170#! 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

C EAD ROOM

CEILING 1 6.# !.!

BEAM DRO" B! 1 !.! 0.1#

BEAM DRO" B2 2 1.# 0.!#

! PAINTING INTERNAL

a G%

WALL R%E%ER T %ROM "LATER

DED'CT WALL TILING G%

CEILING

b FF

WALL RE% T %ROM "LATER

DED'CT WALL TILING %%

CEILING

4 FLOORING

a GROUND FLOOR

CERAMIC %LOORING 1 1.1# 10.#

DED'CTION %OR CABLE TRENC

-1 14.!# 1.

-1 12.## 1.

GENT TOILET-%LOORING 1 !.1## 2.

BATTER ROOM 1 !.!# 2.24ACCE TE" & TAIR

%LOOR LANDING LAB AT 0.00M LVL 2 !.7 1.7#

TE" 20 1.7# 0.46

TAIR "AAGE AT ENTRANCE 1 #.2# !.!#

b FLOOR TILING GF STAIR

MID LANDING AT !.67#M LVL 1 !.!# 1.2#

TE" 2 1.6 0.!#

< FLOOR TILING FF%%-%LOORING 1 1.1# 10.#

GENT TOILET-%LOORING 1 !.!# !.01#

LADIE TOILET 1 !.!# 2.24

"AAGE AT VARANDA 1 22.2 1.6!

TAIR

TE" %ROM %% TO ROO% 20 1.6 0.!#

MALL LANDING AT #.#MLVL 1 !.!# 0.7#

MID LANDING LAB 1 !.!# 1.2#

LANDING AT .04MLVL 1 !.!# 1.12

2 WALL DADO

a GROUND FLOOR

WALL TOILET+BAT 2 #. 2.1

WALL 'RINAL 1 4.7## 2.1


54/170#4 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

BAT "AAGE 1 .77 2.1




WALL SKIRTING

TAIR AREA 1 17.27 0.1

DED'CTION %O CG -1 1.# 0.1

CONTROLL ROOM WALL TILING 2 1.1# 2.1

2 10.# 2.1

DEDUCTION

WINDOW -12 1.1 1.4

DOOR -2 0. 2.1

DOOR -1 1.2 2.1

ROLLING 'TTER -1 2.7# 2.1

b FFGENT TOILET+BAT 2 #.1 2.1

WALL 'RINAL+"AAGE 1 12.4 2.1



LADIE TOILET 2 #.# 2.1


"AAGE 1 .!2 2.1

DED'CTION D1 & D2 -# 0. 2.1


,IRTINGO%%ICE 1 #7.!7 0.1

DED'CTION DOOR D -2 1.1 0.1

DOOR D1 -2 0. 0.1

TAIR AREA 1 17.27 0.1

DED'CTION %OR ENTRANCE -1 !.! 0.1

"AAGE 2 2!.# 0.1

DED'CTION %OR D -2 1.1 0.1

! EXTERNAL %INIING WOR,

a "LATERING EXTERENAL WALL 1 6.2 11.14CORNICE AT "ARA"ET LVL 1 66.4

AT EAD ROOM ROO% 1 22.2

COL'MN "EOECTION O'T 12 0.2# 10.7#

COL'MN "EOECTION EAT+WET ! 0.17 10.7#

WARANDA "ARA"ET WALL AT %% 1 2# 1.

LAB ABOVE ROLLING 'TTER 1 #.17 2.7!

DRO" AT %IRT %LOOR LVL 1 2# 2.1

COL'MN AT NORT 12 0.2# .!

ROO% LEVEL DRO" ABOVE VARANDA 1 2#.7 2.1

'NADE ABOVE WINDOW AT G% 7 !.4 1.2

'NADE AT %% !.4 1.2

EAD ROOM "LATERING EXTERNAL 1 1.1! 2.4

EAD ROOM "ARA"ET 1 22.2 0.6


55/170## 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

COL'MN %ACE 1 1.1 2.7

"ARA"ET IN "AAGE AT ROO% 2 1.# 1.

DED'CTION

WINDOW -24 0.72 1.02

CG -1 1.04 1.7

R -1 2.2 !.7

DOOR D AT %% -2 0.64 1.7

DED'CTION %OR TAIR ENTR %% -1 !.! !.7

DOOD D AT ROO% D1 -1 0.44 1.7

OLL -! 0.74 0.74

%IRE WALL 1 .2# .#

4 EXTERNAL "AINTING

EXTERNAL WALL

# AND RAIL

ANDRAIL AT O TO 1.#M 2

ANDRAIL AT TAIR

WAIT LAB 1 &2 2 4.0#

WAIT LAB !&4 2 !.12

6 WATER TAN, 1000 LITER 2

7 BATER ROOM WALL ACID REITANT 1 10.2# 2.1

ELECTRICAL WOR, WIT %ITTING 1

"L'M"ING & ANITARWERE 110 EWAGE+ DRAINAGE WOR, !0

11E"TIC TAN,& OA,WA WIT COVER 1

12 RAIN WATER LINE & ARVETING 1

1! 1

14 IN"ECTION CAMBER !

1# G'LL TRA" 2

16 OINERIE

a DOOR D (CW C %L' DOOR) 2 1.1 2.1

DOOR D1 (CW C %L' DOOR) 6 0. 2.1

b DOOR D2 ("VC DOOR) 6 0. 2.1

< ROLLING 'TTER 1 2.7# !.6

COLLA"IBLE GATE(M) 1 1.# 2.1

3 WINDOW(AL'MINI'M) 2! 1.1 1.4

VENTILATOR IN CONTROL ROOM 10 1.1 0.#

VENTILATOR IN TOILET 0. 0.#


VENTILATOR IN CONTROL ROOM 1.1 0.#

VENTILATOR IN TOILET 10 0. 0.#

@ GRILL WIT "AINTING W1 2#+>J 2! 1.1 1.4

ENTRANCE GATE 6 H$3 2M WIC,EDGATE


56/170#6 1-12


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M


20 NAME BOARD AT ROO% 1

21 BOREWELL 1

22 ACCE LADDER M- 4M AT ROO% 1

SUB TOTAL (E

TOTAL

NOTE ) ALL SPECIAL WORKS BO8S ARE DIRECTLY POSTED IN ABSTRACT

IM"ORTED EART %OR %ILLING K%ILLING-EXCAVATION


57/170#7 1-12

TERPRISES

8TY SUB TOTAL

1.2

2!.04 212.!2 212.!2

17.0!#22.07!6 1.10 1.11

.464

1.1#2 10.616 10.616

7.0

0.64 7.62 7.62

!!.6

4.4 ! !

2.!244 2.!244 2.!244

20.16

21.002.42

2.4 46.06

1.

10.6#

-1.!

-0.414-1.

-0.414

-0.1!

-0.06

a ("/;3a($=3 E)

EXCAVATIONIN C'M (1a)

EXCAVATIONIN C'M (1b)

RIVERAND

%ILLING INC'M

"CC INC'M

'TTERING IN M

REBARIN MT


58/170# 1-12

8TY SUB TOTALEXCAVATIONIN C'M (1a)


RIVERAND

%ILLING INC'M

"CC INC'M

'TTERING IN M

REBARIN MT

-1.!

-0.2

-0.621

-0.4#

-0.414 4.7! 4.7!

#.0!1 #.0!1 #.0!1

10.22

0.4 11.06

1.7

0.06

0.!1

0.!4

1.06

0.0#

0.!2 4.10 4.10

!.16 !.16 !.16

6!

0.

.##

.4#

1.

0.4#

.1 111.06 111.06

.4#

0.

1.0

2.2

1.02

0.27

0.14 1#.2!

2!1.4!

-10.616

-7.62


59/170# 1-12



RIVERAND

%ILLING INC'M

"CC INC'M

'TTERING IN M

REBARIN MT

-46.060

-11.060

-4.102 1#1.62

1#.7#

.##

.4#

17.2

.1

6.0!

4.42 70.! 70.!

2.!77 2.!77 2.!77

2.!6

0.

1.0

2.0#

1.!7

0.72

0.62 .1

1.20

!.#0

10.71

1.22

11.## 2.1 2.1

0.# 0.# 0.#

0.0

0.#!

1.62

1.7# 4.00

2.66

!.06

!.!

10.#4.2#

2.6

1.!#

0.#4 2.7


60/17060 1-12



RIVERAND

%ILLING INC'M

"CC INC'M

'TTERING IN M

REBARIN MT

7.27

2.60

1.!7 11.24 11.24

#.46

1.#

1.02 .4! .4!

4.4

#.!6

#.60#

!0.!

!.##!7.4##

42.6

40.2

!1.#

-4.#

-1.14

-4.7# 2.# 2.#

#.72 #.72 #.72

1!.2

7.64

12.00

6.06

7.7!

.26.07

1.4

.7

-0.0

-0.2!

-0. 70.!0

10.6

71.#


61/17061 1-12



RIVERAND

%ILLING INC'M

"CC INC'M

'TTERING IN M

REBARIN MT

-7.#6 24#.2#

6.6

2.71 .40 .40

.!6

!.! 11.7# 11.7#

0.!7 0.!7 0.!7

0,0.70 ,3.,, 7,.0 70.01 70.2 ,3.9

!.1 !.1 !.1

111.!

12.1

-1.4

-0.##2

-0.2!

-!

-1.104

-0.644-2.20

-0.207 114.#1 114.#1

12.!

1.02 1!.!

1!.44

1.0

21.7

!.6

2.2

2#.#0 #.6 #.6

0.1 0.1 0.1

1.1#4.6#

0.2!

0.11

0.72


62/17062 1-12



RIVERAND

%ILLING INC'M

"CC INC'M

'TTERING IN M

REBARIN MT

0.1!

2.0# .04

6.02 6.1 6.1

#.0#

10.!

12.0

24.7#

7.#

.72

11.2

!.142.1 166.44 166.44

1#.7#

1.!1

1.4#

!.04

1.!7

1.26

1.410.!

0.!6 26.!2

17!.1

17.

2.71

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0.!

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!.70 !.70 !.70

1.40

4.

4.!4

2.7!

0.72 !2.1

!.11


63/1706! 1-12



RIVERAND

%ILLING INC'M

"CC INC'M

'TTERING IN M

REBARIN MT

#.1

16.44 24.74 24.74

1.0# 1.0# 1.0#

0.!4

0.4

2.60 !.

!!.7016.7.1

2.660.7

-4.2

-1.#7

-0.!2

-1.!0

-2.2

-0.!

-0.!! #1.!

11.##

1!.!0

7.!#

-!.7 2.42

70., ,.72

!.1 !.1 !.1

.20

10.22

-2.024

-0.2!

-!

-0.46

-0.0#

-0.6 1.21 1.21


64/17064 1-12



RIVERAND

%ILLING INC'M

"CC INC'M

'TTERING IN M

REBARIN MT

.0

0.1 10.61

.6

2!.76

6.!0

12.00

24.7!

12.6#

2#.60 114.00 114.00

0.7 0.7

0.772.7!

0.72

0.10

0.26

1.7#

0.0

2.0# .27

#.0#

14.0

2.04

6.67

14.40

!.14 1#2.!7 1#2.!7

#.1! #.1! #.1!

1#.7#1.41

!.!4

1.#

2.!0

0.! 24.7#

17!.2#

17.!!!0.4

10.22 2!1.2 2!1.2

!.21 !.21 !.21


65/1706# 1-12



RIVERAND

%ILLING INC'M

"CC INC'M

'TTERING IN M

REBARIN MT

1.40

4.

2.##

4.!4 !1.27

2!.!

12.6#

#.2

!.#

0.6

-4.42

-0.7#-0.7

-0.7

-0.!! !.!#

.1#

6.41

4.#

7.02

-7.#6 1.#

#.1 #.1

!.11

#.1

1.20

12.2 22.41 22.41

0.7 0.7 0.7

0.!

1.04

0.24

2.04 !.70

1.6#


66/17066 1-12



RIVERAND

%ILLING INC'M

"CC INC'M

'TTERING IN M

REBARIN MT

!.74

7.11#

4.626

1.17

0.###

27.62

7.20

6.424 61.44 61.44

1.1 1.1 1.1

1.44

0.6

0.##

0.761.!#

0.2!

!.12 .41

4.10

2.17

1.0

7.07

1.44

-0.!

-0.40

-0.!! 14.74

#.1 #.1

0 0 0 0 672.77 14.#4

7#.47

46.44

10.0 1!2.71 1!2.71

7.7# 7.7# 7.7#

#.1 #.1 #.1

!#.6!

!#.6!


67/17067 1-12



RIVERAND

%ILLING INC'M

"CC INC'M

'TTERING IN M

REBARIN MT

20.160

#.712

!#.6!

!#.6!

11.22!

!#.6!

!#.6!

!#.6!

4!.200

-.4#0 !2!.# !2!.#

6.022! 6.02 6.02

7.6

!.2

1.#1

0.27

0.2!

0.#

1.70

!.1#

#.12

7.24

!.60

10.1

4.0#

4.!#

2.16

-1.26 #4.!

1#.7# 1#.7# 1#.7#

0.76 0.76

0.# 0.#

!#.6!

!#.6!

1.000 .! .!0.4#4 0.4# 0.4#

1.!

1.20


68/1706 1-12



RIVERAND

%ILLING INC'M

"CC INC'M

'TTERING IN M

REBARIN MT

0.7#

0.66

0.26

1.0 6.4

27.7# 27.7# 27.7#

1.24 1.24

1.## 1.##

!.72

1.24

17.02

11.10 #1.0 #1.0

0.!7 0.!7 0.!7

2.1

!.##

2.11 .47

1!2.71

-7.7#-#.1

-#4.! 64.!1

66.40 66.40

27.00

1!.#0

1!.#0

4.#0

0.00 0.00

1.2! 1.2!

0.4 0.4

0.4 0.4

2.40

47.

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0. 0.

1.64


69/1706 1-12



RIVERAND

%ILLING INC'M

"CC INC'M

'TTERING IN M

REBARIN MT

!.#

1.2! 6.46

#.40

21.12

#.40 !1.2

1.00

227.# 227.#

44.1

-170.4

-#1.66

-6.!0

-.4-#.24

-1.1! 222.1

,9.0, . 3.91 2.70 55.13 .21

24!.#7

-20.6-6.16

-11.2

-!.7

-2.#2

-1.#

42.7#

10!.2#

-1.7#

-.4#-7.

-1.44

-2.#2

7!.40

-!.1#

-1.44 !.#

1.0

-1.21

-!.7

-4.62

!!.66


70/17070 1-12



RIVERAND

%ILLING INC'M

"CC INC'M

'TTERING IN M

REBARIN MT

40.2

-.40

-2.40

!6.!0

-!.20

27.46

-.40

-0.6

#6.

-10.2!

-1.44

!7.!1

-1.71-1.7#

-1.44 !#4.1

10.4

#0.40

10.21

7.#

4.741#.1

!.#0

#.46

!.17

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10.16

!.24 !4.

10.

6#.6

16.!

!.#

#0.40

6.4

7.72

#.1

1.20

12.2


71/17071 1-12



RIVERAND

%ILLING INC'M

"CC INC'M

'TTERING IN M

REBARIN MT

2!.27

0.#1

1.0# 421.!7

!#4.1

-1!2.!6

!26.1

!#4.1

-7#.

421.!7 1247.67

10.4

-27.!!

-2!.1

.1#

7.#

12.#

16.10

17.77 20!.2#

4.2!

1.!! 22.#6

10.4

10.21

7.#

!6.1

12.64

2.#4

4.2!

!.7 26.12

24.7

.


72/17072 1-12



RIVERAND

%ILLING INC'M

"CC INC'M

'TTERING IN M

REBARIN MT

1.42

-6.72

-1.44

-1.6

1.7!

-0.1#

76.!

44.10

-20.6

-!.7

-2.#2

-#.7 1!2.!6

21.42

26.04

-.40

-2.40

2!.10

-!.20

17.47

-.40

-0.6

#.74

-0.22

-0.1

1.7!

-0.!!

4.70

-0.22 7#.

7#.7#66.40

22.20

!2.2#

#.4

4#.00

14.11

#2.#0

27.0

#!.7

2.#6

!2.64

4!.#1

1!.!2


73/1707! 1-12



RIVERAND

%ILLING INC'M

"CC INC'M

'TTERING IN M

REBARIN MT

4.

#.70

-17.6!

-1.4

-.6

-2.!

-12.77

-0.2

-1.64

7. 12#0.00

12#0.00 12#0.00

16.00

.10

6.!6 !0.46

2

21.#! 21.#!

1

1!0

1

1

1

!

2

2

6.00

11.!4

.0 .0

!.1# !.1#

40.17

6.4

4.1

1.44 #2.6!

.00

10.00

40.17


74/17074 1-12



RIVERAND

%ILLING INC'M

"CC INC'M

'TTERING IN M

REBARIN MT

1.44 116#.00

1.00 1

1.00 1

1.00 1

0 0 0 0 0 0

!.#! 1.11 41.01 40.#6 2402.16 #7.#2

276.!6


75/1707# 1-12

46.06

RCC ING% C'M

RCCOTER

C'M

BRIC,WOR, IN

C'M4.#BW IN

M

INT ER."LATERIN M

CEILING"LATERIN M

EXTL"LATER

BAC,%ILLING IN

C'M


76/17076 1-12

RCC ING% C'M

RCCOTER

C'M

BRIC,WOR, IN

C'M4.#BW IN

M

INT ER."LATERIN M

CEILING"LATERIN M

EXTL"LATER

BAC,%ILLING IN

C'M

11.06

1#.2!


77/17077 1-12

RCC ING% C'M

RCCOTER

C'M

BRIC,WOR, IN

C'M4.#BW IN

M

INT ER."LATERIN M

CEILING"LATERIN M

EXTL"LATER

BAC,%ILLING IN

C'M

1#1.624

.1

4.00

2.7


78/1707 1-12

RCC ING% C'M

RCCOTER

C'M

BRIC,WOR, IN

C'M4.#BW IN

M

INT ER."LATERIN M

CEILING"LATERIN M

EXTL"LATER

BAC,%ILLING IN

C'M

70.!0


79/1707 1-12

RCC ING% C'M

RCCOTER

C'M

BRIC,WOR, IN

C'M4.#BW IN

M

INT ER."LATERIN M

CEILING"LATERIN M

EXTL"LATER

BAC,%ILLING IN

C'M

24#.2#

,11.27 . 02.92 . . . . 73.22

1!.!


80/1700 1-12

RCC ING% C'M

RCCOTER

C'M

BRIC,WOR, IN

C'M4.#BW IN

M

INT ER."LATERIN M

CEILING"LATERIN M

EXTL"LATER

BAC,%ILLING IN

C'M

.04

26.!2

!2.1


81/1701 1-12

RCC ING% C'M

RCCOTER

C'M

BRIC,WOR, IN

C'M4.#BW IN

M

INT ER."LATERIN M

CEILING"LATERIN M

EXTL"LATER

BAC,%ILLING IN

C'M

!.

#1.!

2.42

25.27 1,.72 02.50


82/1702 1-12

RCC ING% C'M

RCCOTER

C'M

BRIC,WOR, IN

C'M4.#BW IN

M

INT ER."LATERIN M

CEILING"LATERIN M

EXTL"LATER

BAC,%ILLING IN

C'M

10.61

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24.7#


83/170! 1-12

RCC ING% C'M

RCCOTER

C'M

BRIC,WOR, IN

C'M4.#BW IN

M

INT ER."LATERIN M

CEILING"LATERIN M

EXTL"LATER

BAC,%ILLING IN

C'M

!1.27

!.!#

1.#

#.1

!.70


84/170


85/170# 1-12

RCC ING% C'M

RCCOTER

C'M

BRIC,WOR, IN

C'M4.#BW IN

M

INT ER."LATERIN M

CEILING"LATERIN M

EXTL"LATER

BAC,%ILLING IN

C'M

#4.!


86/1706 1-12

RCC ING% C'M

RCCOTER

C'M

BRIC,WOR, IN

C'M4.#BW IN

M

INT ER."LATERIN M

CEILING"LATERIN M

EXTL"LATER

BAC,%ILLING IN

C'M

6.4

.47

64.!1


87/1707 1-12

RCC ING% C'M

RCCOTER

C'M

BRIC,WOR, IN

C'M4.#BW IN

M

INT ER."LATERIN M

CEILING"LATERIN M

EXTL"LATER

BAC,%ILLING IN

C'M

222.1

3.93 . . . . . . 029.,0

!.#


88/170 1-12

RCC ING% C'M

RCCOTER

C'M

BRIC,WOR, IN

C'M4.#BW IN

M

INT ER."LATERIN M

CEILING"LATERIN M

EXTL"LATER

BAC,%ILLING IN

C'M

!#4.1

!4.


89/170 1-12

RCC ING% C'M

RCCOTER

C'M

BRIC,WOR, IN

C'M4.#BW IN

M

INT ER."LATERIN M

CEILING"LATERIN M

EXTL"LATER

BAC,%ILLING IN

C'M

421.!7


90/1700 1-12

RCC ING% C'M

RCCOTER

C'M

BRIC,WOR, IN

C'M4.#BW IN

M

INT ER."LATERIN M

CEILING"LATERIN M

EXTL"LATER

BAC,%ILLING IN

C'M


91/1701 1-12

RCC ING% C'M

RCCOTER

C'M

BRIC,WOR, IN

C'M4.#BW IN

M

INT ER."LATERIN M

CEILING"LATERIN M

EXTL"LATER

BAC,%ILLING IN

C'M

12#0.00


92/1702 1-12

RCC ING% C'M

RCCOTER

C'M

BRIC,WOR, IN

C'M4.#BW IN

M

INT ER."LATERIN M

CEILING"LATERIN M

EXTL"LATER

BAC,%ILLING IN

C'M

0 0 0 742.77 770.!# 12#0.00 0.00

22#.62 172.4 144.60 4.01 742.77 770.!# 12#0.00 64.00


93/170! 1-12

%LOORTILING IN

M

WALLTILING IN

M

"AINTINTERNAL

MEXTER

"AINTING


94/1704 1-12

%LOORTILING IN

M

WALLTILING IN

M

"AINTINTERNAL

MEXTER

"AINTING


95/170# 1-12

%LOORTILING IN

M

WALLTILING IN

M

"AINTINTERNAL

MEXTER

"AINTING


96/170


97/1707 1-12

%LOORTILING IN

M

WALLTILING IN

M

"AINTINTERNAL

MEXTER

"AINTING

. . . .


98/170 1-12

%LOORTILING IN

M

WALLTILING IN

M

"AINTINTERNAL

MEXTER

"AINTING


99/170 1-12

%LOORTILING IN

M

WALLTILING IN

M

"AINTINTERNAL

MEXTER

"AINTING


100/170100 1-12

%LOORTILING IN

M

WALLTILING IN

M

"AINTINTERNAL

MEXTER

"AINTING


101/170101 1-12

%LOORTILING IN

M

WALLTILING IN

M

"AINTINTERNAL

MEXTER

"AINTING


102/170102 1-12

%LOORTILING IN

M

WALLTILING IN

M

"AINTINTERNAL

MEXTER

"AINTING

0 0 0 0


103/17010! 1-12

%LOORTILING IN

M

WALLTILING IN

M

"AINTINTERNAL

MEXTER

"AINTING


104/170104 1-12

%LOORTILING IN

M

WALLTILING IN

M

"AINTINTERNAL

MEXTER

"AINTING


105/17010# 1-12

%LOORTILING IN

M

WALLTILING IN

M

"AINTINTERNAL

MEXTER

"AINTING

. . . .


106/170106 1-12

%LOORTILING IN

M

WALLTILING IN

M

"AINTINTERNAL

MEXTER

"AINTING


107/170107 1-12

%LOORTILING IN

M

WALLTILING IN

M

"AINTINTERNAL

MEXTER

"AINTING

0.00

1247.67

20!.2#

22.#6

26.12


108/17010 1-12

%LOORTILING IN

M

WALLTILING IN

M

"AINTINTERNAL

MEXTER

"AINTING

1!2.!6

7#.


109/17010 1-12

%LOORTILING IN

M

WALLTILING IN

M

"AINTINTERNAL

MEXTER

"AINTING

12#0.00


110/170


111/170

HARINI ENTERPRISES

BARBENDING SCHEDULE JOINTLY ARRIVED BY M/S. DSWE and HARINI

M:&! D&'a;=/$b?=$ / 12 2! 14 !22 !.6 11#.20

%?a=$ %2-a$ / 12 22 2 44 !.4 14.60

D$>=/$b?=$ / 12 22 2 44 !.4 14.60

2 C"


112/170


113/170

M:&! D&'a;!;d A

T Ma$ R 20 2 1 2 26

T E=/a a= 3 >?/= 20 1 1 1 1.6

T E=/a a= $ >?/= 20 1 6 6 2

B== Ma$ R 16 2 1 2 1

B== E=/a R a= $=3/3$a=3 b3a> 20 1 6 6 2.6

B== E=/a R a= 3 b3a 20 1 1 1 2

B== E=/a R @/ !4 6 204 0.

2 L3 =$/$> @/ ?/= 20 2 1 2 1.

B== Ma$ R 20 2 1 2 4.

B== E=/a 16 2 1 2 4.

2 L3 =$/$> !4 1 !4 1.

T @/ b3a $ >=a$/ a/3a 20 2 1 2 4.

T E=/a a= 3 >?/= 20 2 2 4 1.

B== Ma$ R 20 2 1 2 4.

B== E=/a 16 2 1 2 4.

2 L3 =$/$> !4 1 !4 1.

4 PLINTH BEAM

PB,

T Ma$ R 2# 2 1 2 1

T E=/a R 2# ! 2 6 4.

>$ ba/ a= >$3 16 2 1 2 11

B== Ma$ R 2# 2 1 2 1B== E=/a R 2# ! 1 !

2 L3 =$/$>


114/170

M:&! D&'a;!;d

T Ma$ R 16 2 1 2 1

T E=/a a= 3 >?/= 20 ! 1 ! 1

T E=/a $ >?/= 20 ! # 1# 2

B== Ma$ R 16 ! 1 ! 1

B== E=/a R 16 1 # # 2

2 L3 =$/$> !4 # 170 1.0

PB7 CONTINIOUS a' A >!;d

T Ma$ R @/ A+6 = A+2 16 2 1 2 1

T E=/a $ >?/= 20 ! # 1# 2

B== Ma$ R 16 ! 1 ! 1

B== E=/a R 16 1 4 4 2

2 L3 =$/$> !4 4 1!6 1.0

PB5

T Ma$ R 83/ 9a H$= "B! 20 2 ! 6 6.!

T E=/a a= 3 >?/= 20 2 ! 6 1

B== Ma$ R a= 20 ! ! 4

B== E=/a R 20 2 ! 6 2

2 L3 =$/$> !! 4 1!2 1.!

PB5 AT TOILET AREA

T & B== Ma$ 20 # 1 # 4.#T 3=/a 20 2 2 4 1.6

B== E=/a R 20 2 1 2 2

2 L3 =$/$> !4 1 !4 1.!

PB1

T Ma$ R (L/)

B== Ma$ L R


115/170

M:&! D&'a;


116/170

M:&! D&'a;a3 ba/12# /= >$3 & Ha99 3=3/a9 ' >a3 ba/

12#


117/170

M:&! D&'a;


118/170

M:&! D&'a;


119/170

M:&! D&'a; $3/3 $ %B1

B== Ma$ 20 2 7 14 2.4

b== a$ 2# 1 7 7 2.4

T$3> a= 1!0?/= 2# 2 2 4 2.

T E=/a a= $ >?/= 2# 2 2 4 4

B== Ma$ R 20 ! 2 6 1

B== E=/a R 20 2 2 4 2.

B== E=/a R 20 2 2 4 !.4

2 L3 =$/$> a= 100 a= 200 & b== b/ $3/3 $ %B6


120/170

M:&! D&'a;!;d A

T Ma$ @/ %B4 T %B 20 2 1 2 1

T a$ 83/ 9a a= %B 20 2 1 2 1

T 3=/a a= a= 3 >?/= a= %b4 & %B 20 2 2 4 1

T E=/a a= $ >?/= 20 2 # 10 2

B== a$ @/ %B4 20 2 1 2 1

B== 9a @/ %B4 & %B 20 2 1 2 1

B== E=/a @/ %B4 & %B 20 2 6 12 2

2 L3 =$/$> a= 100 a= 1#0 a= 100 a= 1#0 ?/= 16 1 2 2 1.

T E=/a a= $ >?/= 16 1 # # 2

B== Ma$ R @/ 3 3 16 2 1 2 1

B== a$ @/ =3/ 3 16 2 1 2 1


121/170

M:&! D&'a;=$//?> 1 2 !6 1.

SLAB

FS,&nd =ann&$3 !#0 =/$b?=$ @/ ab83 a= !#0$3 !#0 =/$b?=$ @/ ab83 a= !#0?/= 9 >$3 !#0 =/$b?=$ @/ ab83 a= !#0$3 a= 17#


122/170

M:&! D&'a;9ab 1

T ba/ a= 1.# 989 16 12 1 12 2.

D$>=/$b?=$ @/ ab83 10 10 1 10 1.>/ ba/ @/ = = b== 16 12 1 12 1.

B== ba/ 16 12 1 12 6.

D$>=/$b?=$ @/ ab83 9 @/ Ha$>= 8>9ab 10 2! 1 2! 1.

T ba/ a= $ 9a$ 16 12 1 12 !.

D$>=/$b?=$ @/ ab83 16 16 1 16 !.


123/170


124/170

M:&! D&'a;3

T"'a< W' ;n M'"nn&

C FIRST FLOOR TO ROOF SLAB

, COLUMN

C9? C1 2# 10 12 120 4

C9? C1 2# 10 2 20 !

T$3> ?=3/ >aaaa 2! # 11# 0.

9$=39- 93=-10.#0 12 6 ! 1 11

T$3> 20 1 20 0.

L=39 a= =$93= a/3aA= / 2 @ 3=> 12 4 1 4 2.#

=$3> 17 1 17 0.7

A= / 2 @ 9a$3> 12 4 1 4 2.

=$3> 1 1 1 0.7


125/170

M:&! D&'a;


126/170

M:&! D&'a;


127/170


128/170

M:&! D&'a;


129/170

M:&! D&'a;9ab !

T ba/ a= Q/>= P/ 989 16 12 1 12 2

D$>=/$b?=$ @/ ab83 10 12 1 12 1.

>/ ba/ a= P/ 989 16 12 1 12 2

B== ba/ 16 12 1 12 #.

83/ 9a @/ ab83 16 12 1 12 0

D$>=/$b?=$ @/ ab83 10 17 1 17 1

D$>=/$b?=$ @/ ab83 a= P/ 9a89 10 6 1 6 1

D$>=/$b?=$ @/ ab83 a= $ 9a$ P/ 989 16 1 !.B== ba/ @/ $ 9a$ = = 16 12 1 12 !

D$>=/$b?=$ @/ ab83 a= 9a$ 16 1 !.

>>/ ba/ a= $ 9a$ 989 16 12 1 12 2.


130/170

M:&! D&'a;


131/170

M:&! D&'a;


132/170

M:&! D&'a;3

T"'a< W' ;n M'"nn&

D WORKS AT YARD

Ra@= @/ =/a>@/3/ 9$=

/= >$3 = & b== ba/ a= 120

B= T & b== 16 2 16 .#

T E=/a a= 3 >?/= 16 2 2 4 2.6

T E=/a a= $ >?/= 16 2 4 0.

T E=/a a= $ >?/= 16 2 2 4 1.4

B== 3=/a a= 3 16 2 4 1.#

B== 3=/a a= $$ >?/= 16 2 6 12 1

T$3> a= 1#0 a= 1#0 $aa9 a= 1#0 a= 1#0 a= 1#0 !0 4 120 1.!


133/170

M:&! D&'a;


134/170


135/170

M:&! D&'a;


136/170


137/170

, ## ,0 ## , ## 0 ## 01 ##

66.40

6.00

70.40

24.00

6.!0

.!0

11.!0

24.00

6.!0

17.60

4.00

2.70

2!.70

72.00

.#

7.6

4.00

1.6#

10.40

!.72

11.20


138/170


139/170


140/170


141/170

, ## ,0 ## , ## 0 ## 01 ##

117.70

!62.70

10.00

!14.16

!62.70

10.00

646.0

64!.0

20.00

2!6.64

20.00

47#.60

40.#0

!21.0

71.00

10.00


142/170

, ## ,0 ## , ## 0 ## 01 ##

11.!2

71.00

10.00

24!.60

#2#.60

22.#0

22.00

#6.00

!2.00

112.67 4704.!2 0 0 0 0

!74.71201 0 0 0 0 0

1#6.6 !202.6 6#1.4# 60.17 146.16

0.617 0. 1.# 2.47 !.#

#.6#0 2.44 1.02 1.70# #.7!4

,3.91

616


143/170


144/170

, ## ,0 ## , ## 0 ## 01 ##

.00

111.00

2#6.4

162.00

10.20

#46.00

1.00

2.00

!4.!0

17.1#

72.00

11.00

16.40

41.7

1!.

1!.

!6.40

!#.60

11.20

4.00

7.20

27.00

24.00

16.24


145/170

, ## ,0 ## , ## 0 ## 01 ##

26.00

1!.20

2.00

1.72

14.24

1.72

24.00

24.00

7.20

27.00

24.00

24.00

!1.20

24.00

24.00

!.26

1!.#0

24.00

24.00


146/170

, ## ,0 ## , ## 0 ## 01 ##

1#.60

4.00

4!!.2!6 4#!.4# 6.66 !2.#66 12.112 4!0.07!

!#4.!2

442.6

1!0.72

1!#1.#0

464.40

100.00


147/170

, ## ,0 ## , ## 0 ## 01 ##

1#.00

142.4#

1!!.6!

4.6

4#.60

.00

2!6.64

1440.766# 17.2# !0.74776 0 0 0

!2.76

1#.#0

21.6

1.72

!#.6#

40.#6

61.76


148/170


149/170


150/170

, ## ,0 ## , ## 0 ## 01 ##

1!.24

14.0

74.40

!0.00#2 22!.004 4!.67!6 0 0 0

120.00

120.00

!0.70

46.00

6#.2#

4.00

2#6.4

126.00

10.20

2.00

27.70

1!.#

4.00

!6.0


151/170

, ## ,0 ## , ## 0 ## 01 ##

10.60

27.!0

72.00

2#.60

11.0

#.#4

10.40

24.00

24.00

7.20

27.00

24.00

24.00

16.0

26.00

24.00

24.00

!.60

21.60

!.60

#.40

24.00

24.00

14.00

4.0#


152/170

, ## ,0 ## , ## 0 ## 01 ##

.6

6.60

17.2

#.60

24.00

24.00

!.10

12.6#

24.00

24.00.40

7!7.72#7 0 440.#104 24#.2!4 7.#4 2717.1#0

2#.20

!67.#0

10.44


153/170

, ## ,0 ## , ## 0 ## 01 ##

40.00

111.2#

!.0

60.00

12.00


154/170

, ## ,0 ## , ## 0 ## 01 ##

24.00

70.74

6.#2

10.00

160.0#2 1#.#417 0 0 0 0

24.00

1.60

!!.60

66.60

.60

27.20

.60

!#.!7

!.40

!#.!72.20


155/170

, ## ,0 ## , ## 0

variation study for madhavaram site

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