
2/170

SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH

IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

DEDCTION' AT %LINT, LEVEL

AT BEA! %B# NCTION' OR C1 -2" ".2# ".#

AT BEA! %B2 NCTION' OR C1 & C2 -8 ".2# ".45

AT BEA! %B1 NCTION' OR C1 -6 ".2# ".45

AT BEA! %B6 NCTION' OR C1 -2 ".# ".75ATBEA! %B4 NCTION OR C2 -4 ".2# ".45

$$ REBAR 1

$$$ RCC COLUMN

AT C1 14 #.65 ".4 ".5

AT C2 2 #.65 ".2# ".5

6 GRADE BEAM

$ PCCAT GB-1 5 1".5 ".5 "."75

AT GB-2 2 4.75 ".4# "."75

AT GB-2 2 5.25 ".4# "."75

AT GB-# 1" #.# ".4# "."75

AT GB-4 # #.# ".4# "."75

$$I REBAR 1

IVSHURTTERING FOR GBEAMS

AT GB-1 1" 1".5 ".6

AT GB-2 4 4.75 ".45AT GB-2 4 5.25 ".45

AT GB-# 2" #.# ".#

AT GB-4 6 #.# ".45

RCC

AT GB-1 5 1".5 ".# ".6

AT GB-2 2 4.75 ".2# ".45

AT GB-2 2 5.25 ".2# ".45

AT GB-# 1" #.# ".2# ".#

AT GB-4 # #.# ".2# ".45GB1 OR 'TAIR 2 1.5 ".# ".6

7 BACK FILLING STAGE ,

REER EXCAVTION ?T 1 525.29

DEDCTION'

RIVER 'AND ILLING BELO OOTING -1 1".616

%CC BELO OOTING -1 7.962

RCC OOTING -1 55."92

COL!N -1 11."6GARDE BEA! %CC -1 4.""

8 PLINTH BEAM

SHUTTERING


3/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

AT %B-1 2 1".5 ".75

AT %B-2 4 4.75 ".45

AT %B-2 4 5.25 ".45

AT %B-# 18 #.# ".#

AT %B-4 6 #.# ".45AT %B-5 4 #.#5 ".45

AT %B-6 8 1.2# ".45

REBAR

RCC

AT %B-1 1 1".5 ".# ".75

AT %B-2 2 4.75 ".2# ".45

AT %B-2 2 5.25 ".2# ".45

AT %B-# 9 #.# ".2# ".#

AT %B-4 4 #.# ".2# ".45AT %B-5 2 #.47 ".2# ".45

AT %B-6 4 1.5 ".2# ".45

9 STAIRS FROM FGL TO -,.M

$ ',TTERING

OR RI'ER ALL 4 1.5 ".2

GROND LANDING 2 1 1.75

AI'T 'LAB 2 #."6 1.75

EDGE 'IDE 2 4."6 ".15

LANDING 2 #.# 1.75

$$ REBAR

$$$RCC

RAI'ER ALL 2 1.5 ".15 ".2

GROND LANDING 2 1 1.77 ".15

AI'T 'LAB 2 #."6 1.77 ".15

LANDING 2 #.# 1.77 ".15

1"BRICK WORK BELOW PLINTHAT %B1 1 1".5 ".2# 1.1

AT %B2 2 4.75 ".2# 1.4

AT %B2 2 5.25 ".2# 1.4

AT %B# 9 #.# ".2# 1.55

AT %B4 4 #.# ".2# 1.4

AT %B5 2 #.# ".2# 1.95

AT %B6 2 1.5 ".2# 1.95

'TE%' RO! "! LVL TO @1.5 ! LVL 9 1.75 ".2# ".15

11CABLE TRENCH$ RIVER SAND FILLING 2 18.185 2 ".1

2 6.5 2 ".1

1 6.5 2.1 ".1


4/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

$ PCC 2 18.185 2 "."75

2 6.5 2 "."75

$$ SHUTTERING

',TTERING OR RAT 2 12.485 ".24 6.7 ".2

',TTERING OR ALL 2 17.785 1.65

2 1".1 1.5

4 6.6425 1.5

4 6.2425 1.5

4 7.1 1.5

4 6.7 1.5

',TTERING OR COVER 'LAB # 7.1 1.5

4 1.5 1.5

DEDUCTIONSN O IN CO!ING CABLE DCT

ALL -2 1.5 1.5

D3>;


5/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

IREBAR

BSUPER STRUCTURE UP TO FF

1 COLUMN UP TO FF$ REBAR

$$ ',TTERING

AT C1 14 4.42 1.8

AT C2 2 4.42 1.46

DEDCTION' AT BEA! LEVEL

AT BEA! B4 NCTION' OR C1 -2" ".2# ".4

AT BEA! B5 NCTION' IN C1 -4 ".2# ".6

AT BEA! B8 NCTION' IN C1 -2 ".2# ".5

AT BEA! B1 NCTION' IN C1 -1" ".4 ".75

AT BEA! B2&B# NCTION' IN C1 -8 ".2# ".6AT BEA! B6 NCTION' OR C1 -7 ".2# ".4

L$;


6/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

AT B-# 2 5.25 1.15

AT B-4 1" #.# ".75

AT B-5 2 #.# 1.15

AT B-6 7 1.52 ".82

AT B-7 6 #.# ".57AT B-8 1 #.# ".95

BEA! %B6 ABOVE ROLLING ',TTER 2 1.75 ".8#

$$$RCC

AT B-1 5 1".5 ".4 ".75

AT B-2 2 4.75 ".2# ".6

AT B-# 2 5.25 ".2# ".6

AT B-4 1" #.# ".2# ".4

AT B-5 # #.# ".2# ".6

AT B-6 7 1.5 ".# ".4AT B-7 6 #.4 ".2# ".#

AT B-8 1 #.# ".2# ".5

BEA! %B6 ABOVE ROLLING ',TTER 2 1.75 ".2# ".45

4 FF SLAB

$ ',TTERING

' 1 5 1".54 #.#"""

'# 1 5.45 #.#"""

'2 6 1.45 #.#"""

OTER 'IDE' 2 ##.6" ".14""ADDITIONAL 'LAB ABOVE R ',TTER

OTER 'IDE 2 2.75 ".15

LANDING A' LI+E G 2 2.75 1.75

$$ REBAR 1

$$$RCC

'-1 4 1".5 #.# ".14

'-1 1 1".5 #.#85 ".14

'-2 6 #.4 1.52 ".14

B-# 1 5.#85 #.#85 ".15'LAB ABOVE ROLLING 1 2.75 1.75 ".15

2 STAIR FROM -,.2M TO+ 2.32M LVL

$ ',TTERING OR 'TAIR % TO

!ID LANDING BEA! AT @#.675! 1 #.745 ".8#

!ID LANDING 'LAB AT @#.675! 1 #.745 1.#85

AI'T 'LAB' 1 &2 2 4."5 2."#

I$REBAR

I$IRCC

'TAIR RO! @1.5! TO- 5.85! LVL

!ID LANDING BEA! AT @#.675! 1 #.# ".2# ".45

!ID LANDING 'LAB AT @#.675! 1 #.#85 1.#85 ".2


7/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

AI'T 'LAB' 1 &2 2 4."6 1.6 ".2

6 45 BRICK WORKS AT GFALONG GRID A&C 12 #.# ".2# #.7ALONG GRID 12 2 1" ".2# #.65

ALONG GRID 7 1 1".5 ".2# #.65ALL BETEEN GRID B& C 1 #.# ".2# #.5

'TE%' RO! @1.5 TO 14 1.72 ".25 ".145

DEDCTION'

INDO - -12 1.18 ".2# 1.48

VENTILATOR'-V -9 1.18 ".2# ".58

VENTILATOR'-V -# ".8 ".2# ".58

DOOR D1 -# ".9 ".2# 2.1

ROLLING ',TTER -1 2.75 ".2# 4

COLLA%'ABLE GATE -1 1.5 ".2# 2.4

OLLE -1 1.2 ".2# 1.2

7 6.25HALF BRICK WALL

ALL AT GRID B 1 #.# #.5

ALL AT TOILET 2 1.9 #.5

DEDCTION' 2 1."5 #.5

DOOR D2 -2 ".9 2.1

C SUP STRUC. FROM FF TO ROOF

1 COLUMN UP TO ROOF

$ REBAR

$$ ',TTERING

AT C1 14 #.5 1.8

AT C2 2 #.5 1.46


AT BEA! RB4 NCTION' IN C1 -22 ".2# ".4


AT BEA! RB1 NCTION' IN C1 -1" ".4 ".75



ATBEA! NCTION C2 -6 ".2# ".5

$$$RCC

AT C1 14 #.5 ".4 ".5

AT C2 2 #.5 ".2# ".5

2 LINTEL 1SSHADE* LATH (DROP

$ ',TTERING OR 'N ',ADE 8 1.6 ".7

',TTERING OR LINTEL 24 #.# ".#

1 1".5 ".62 1" ".6

LOT 2 18.185 ".68

2 9.# ".68

DRO% ABOVE VARANDA, 1 25.6 1


8/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

IIREBAR

$$$ RCC 'N ',ADE 8 1.6 ".6 ".1

RCC LINTEL 12 #.# ".2# ".#

1 1".5 ".2# ".#ABOVE 4.5 ALL 1 2.775 ".115 ".#

1 #.76 ".2# ".#

LOT 2 18.185 ".6 "."8

2 9.#4 ".6 "."8

DRO% ABOVE VARANDA, 1 25.6 "."8 1

# ROOF BEAM

$ SHUTTERING

AT RB1 5 1".5 1.62

AT RB# 6 #.4 ".69AT RB4 11 #.# ".8

AT RB5 7 ".75 1.27

AT RB6 2 1" ".72

AT RB8 1 #.# ".95

$$ REBAR

$$$RCC

AT RB1 5 1".5 ".4 ".75

AT RB# 6 #.4 ".2# ".#

AT RB4 11 #.# ".2# ".4AT RB5 7 1.5 ".# ".5

AT RB6 2 1" ".2# ".5

AT RB7 1 #.# ".2# ".5

4 ROOF SLAB

$ SHUTTERING

5 1".5" #.#"

1 5.25 #.#"

6 1.54 #.#"

OTER 'IDE' 2 #4."6 ".15

$$ REBAR

$$$RCC

R'I 4 1".5" #.#" ".14

R'I 1 1".5" #.#9 ".14

R'# 1 5.#9 #.#9 ".14

R'2 6 1.52 #.4" ".14

5 45 BRICK WORKS AT FF

ALONG GRID A&C 11 #.# ".2# 2.8ALONG GRID 12 2 1" ".2# 2.75

ALONG GRID 12&7 1 1".5 ".2# 2.45

ALL BETEEN GRID A& C 2 #.# ".2# 2.6

'TE%' 11 1.7# ".25 ".145


9/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

DEDCTION'

INDO - -11 1.18 ".2# 1.48

VENTILATOR'-V -7 ".8 ".2# ".58

DOOR D1 -2 ".9 ".2# 2.1

DOOR D -2 ".9 ".2# 2.1OLL -1 1.2 ".2# 1.2

6 6.25WALL AT FF

ALL AT GEN TOILET 2 1.5 #."5

2 1."5 #."5

ALL AT LADIE' TOILET 1 1.5 #."5

2 1.15 #."5

DEDCTION' -DOOR D2 -4 ".9 2.1

7 47 BRICK WORKS AT VARANDAH 1 25 ".2# ".9

8 STAIR CASE STRUCTURE

$ SHUTTERING

'TAIR RO! @ 5.85! TO 9."4

!ID LANDING BEA! AT @7.445! 1 #.745 ".8#

!ID LANDING 'LAB AT @9."4! 1 #.745 1.#85

'!ALL LANDING AT @5.85!LVL 1 1.6 ".75

AI'T 'LAB # & 4 2 #.182 2."#

$$ REBAR FOR STAIR 1

$$$ RCC FOR STAIR

'TAIR RO! @ 5.85! TO 9."4

!ID LANDING BEA! AT @7.445! 1 #.745 ".2# ".45

!ID LANDING 'LAB AT @9."4! 1 #.745 1.#85 ".2

'!ALL LANDING AT @5.85!LVL 1 1.6 ".75 ".2

AI'T 'LAB #&4 2 #.182 1.6 ".2

9 ROOF WORKS

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

,B1 O>


10/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

COL!N C1 2 2.4" ".4" ".5"

COL!N C2 2 2.4" ".2# ".5"

BEA! ,B1 2 #.#" ".2# ".5"

BEA! ,B2 2 5.87 ".2# ".5"

BEA! ,# 1 #.# ".2# ".#'LAB ,'1 1 6.425 #.47 ".14

b BRICK WORK 45

AT %ARA%ET 6 #.# ".2# ".9

1 1".5 ".2# ".9

1 5.25 ".2# ".9

AT ,EAD ROO! 1 16.17 ".2# 1.9

,EAD ROO! %ARA%ET 1 2".9 ".2# ".#

DEDCTION'

DOOR D1 -1 ".9 ".2# 1.9INDO -1 1.18 ".2# 1.48

OLL -1 1.2 ".2# 1.2

; BRICK WORKS+45 AT PASSAGE AREA 1 25 ".2# ".9

TOTAL ( C

DEXTERNAL FINISHING AND YARD WORKS

1 EXTERNAL WORKS * YARD1 TRANSFORMER PLINTH

a EXCAVATION

TRAN'OR!ER ONDATION 1 #.9 12.9 1.5

CABLE TRENC, 2 1.2 12.9 1.5

2 # 1.2 1.5

b RIVER 'AND 1 12.5 6.2 ".1

; %CC 1 12.5 6.2 "."75

3 SHUTTERING

1 25.22 ".25

'TRA% BEA! 2 19.76 ".#5

COL!N 8 1.2 2.1"

2 1.#6 2.1"

BEA! B1 8 2.475 ".#25

BEA! B2 4 2.475 ".#25

'LAB 1 #.#5 #.#5

IRE ALL 2 4.2# 4.5"

CABLE DCT RAT ALONG %LINT, 2 18 ".2"

CABLE DCT RAT ARROND %LINT,-ALL 2 72 1.#"

COVER 'LAB 2 18 1.2

DEDUCTIONS

N O CABLE DCT RO! CNT. ROO! -2 #.25 1.#"

TRAN'OR!ER ONDATION & IRE ALL-BA'E


11/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

REBAR FOR TRS. FORMER FND 2

RCC

TRAN'OR!ER ONDATION 1 9.#8 #.275 ".25

'TRA% BEA! 2 9.#8 ".5 ".#5COL!N C1 8 ".# ".# 2.1"

BELO GROND C2 2 ".45 ".# 1.""

ABOVE GROND C2 2 ".45 ".2# 1.1"

BEA! AT LOOR LEVEL B1 4 2.175 ".# ".##

BEA! AT LOOR LEVEL B2 8 2.175 ".# ".##

'LAB AT %LINT 2 # # ".18

IRE ALL 1 4.5 ".2# 4.95

CABLE DUCT AROUND PLINTH

RAT 2 12."7 1.5 ".2"

4 # 1.5 ".2"ALL 1 46.94 ".15 1.55

8 2.175 ".15 1.55

COVER 'LAB 2 12."7 1.2 ".15

4 # 1.2 ".15

DEDUCTIONS

N O CABLE DCT RO! CNT. ROO! -2 #.25 1.# ".15

2

$ EARTH WORK EXCAVATION 1 1.18 4.2 1.5"$$ RIVER SAND 1 1.18 #.8 "."8

$$$ PCC 1 1.18 #.8 ".1"

$ SHUTTEREING

RAT 2 9.#6 ".2"

ALL 2 18.72 1.5"

COVER 'ALB 2 4.68 1.5

REBAR

$ RCCRAT 1 1.18 #.65 ".2"

ALL OR 4! 2 1.18 ".2 1.2"

1 1.18 ".25 1.2"

BEA! 2 #.65 ".# ".#"

BEA! 1 #.65 ".#5 ".2"

COVER 'LAB 1 1.18 #.6 ".2"

# INCOMING CABLE TRENCH

$ EXCAVATION 2 1".5 2.5 1.5"

$$ SAND FILLING 2 1".5 2.1 "."8$$$ PCC 2 1".5 2.1 ".1"

$ SHUTTERING

RAFT 2 22.9 ".2"

WALLL 4 1".5 1.#"

CABLE DUCT FROM PLINTH TOBUILDING

CABLE DCT RO! TRAN'OR!ER TOBILDING


12/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

4 1".5 1.15

COVER 2 1".5 1.5

REBAR$ RCC

RAT 2 1".5 1.9 ".2"

ALL 4 1".5 1.2 ".2"

COVER 2 1".5 1.9 ".15

4 BACK FILLING 8RD STAGE

REER ?T O EXCAVATION

DEDCTION

R 'AND ILLING O TRAN' DN

%CC O TRAN' DNRCC O TRAN' DN

5 PAVING 1 66.4" 1

6 ROAD

ROAD BA'E (!ETAL & GRAVEL) 1 15."" ".# 6

%CC B 4"!! !5-148 1 15."" ".15 6

RCC B 2"!! !15 1 15."" ".15 6

TO%ING B #TO 1"!! !15 1 15."" "."5 6

REBAR 8 275 !! CC-(#."# +G'?!) 1

ROAD '?! 1 26."" 6

7 G '!% (L!%'!)

a EXCAVATION 1 4.5" 2.7 1.5

b RIVER 'AND ILLING 1 4.1" 2.# ".1

; %CC 1 4.1" 2.# ".1

3 ',TTERING

LOOR 1 12."" ".2

ALL 1 22.8" 2.1

COVER 'LAB 1 #.9" 2.1

REBAR 22+G'?! O 'RACE AREA 1 44.7" 22

RCC

RCC LOOR 1 #.9" 2.1 ".2

RCC ALL 1 11.4" 2.1 ".15

RCC COVER 'LAB 1 #.9" 2.1 ".15

%LA'TERING

LOOR 1 #."" 1.8

ALL 1 9.6" 2.2

CEILING 1 #."" 1.8

0 !AN,OLE COVER 18 EAT,ERING COR'E & TILING 1 21.7 1".5

9YARD OPEN AREA FILLING 6TH STAGE

'IFE O T,E %LTOT 1 #1 2# ".7


13/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

DEDCTION OR BLG AREA -1 22.2 11 ".7

TRAN'OR!ER ARD -1 12.#" 6 ".7

CABLE TRENCE AREA -1 6.#4 #.6 ".7

INCO!ING TRENC, AREA -2 4.5" 1.9 ".7

ATER TANN+ -1 #."" 2.5 ".7'TAIR AREA -2 7.4" 1.75 ".7

EFINISHING WORKS

1 PLASTERING INTERNAL

a GF

ALL-CONTROL ROO! 1 57.#1 4.25

DEDCTION'

-12 1.18 1.48

V -9 1.18 ".58

R' -1 2.75 4.1D1 -2 ".9 2.1

D1 -1 1.2 2.1

Ba '>a; / a -8 ".4 ".61

BATTER ROO! 1 11.25 #.8

GENT' TOILET 1 27.17 #.8

DEDUCTIONS

Ba


14/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

; HEAD ROOM

ALL 1 16.58 2.25

DEDCTION DOOR -1 ".9 2.1

INDO -1 1.18 1.48

OLL -1 1.2 1.2

2 CEILING PLASTERING

G

CEILING 1 18.185 1".5

B1 BEA! DRO% 4 1".5 1.2

ET AREA' 1 #.#85 #."15

BATTER ROO! 1 #.#85 2.24

'TAIR !ID LANDING 1 #.#85 1.4

AI'T 1 &2 2 1.87 4."6

VARANDA, 1 22 1.75

B6 BEA! DRO% 7 1.5 ".52

B7 BEA! DRO% 6 #.# ".16

'RAIR AT "" LVL

AI'T 2 #.1#847 1.5

'OIT 2 #.#85 1.5

BEA! %% 5 &6 DRO% 2 6.47 ".25

b CEILING PLASTERING FFOICE 1 18.18 1".5

LOT 1 55 1.2

ET AREA 1 #.#85 5

VARANDA, 1 22.2 1.75

RB1 BEA! DRO% 4 1".5 1.2

RB5 BEA! DRO% 6 1.5 ".72

RB# BEA! DRO% 6 #.# ".#9

'TAIR AREA

!ID LANDING 1 #.745 1.#85

'!ALL LANDING 1 1.6 ".75AI'T 'LAB # & 4 2 #.182 2."#

; HEAD ROOM

CEILING 1 6.885 #.#8

BEA! DRO% ,B# 1 #.#8 ".15

BEA! DRO% ,B2 2 1.5 ".#5

# PAINTING INTERNAL

a GF

ALL REER ?T RO! %LA'TERDEDCT ALL TILING

CEILING

b FF


15/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

ALL RE ?T RO! %LA'TER

DEDCT ALL TILING

CEILING

4 FLOORINGa GROUND FLOOR

CERA!IC LOORING 1 18.185 1".5

DEDCTION OR CABLE TRENC,

-1 14.#85 1.9

-1 12.585 1.9

GENT' TOILET-LOORING 1 #.155 2.9

BATTER ROO! 1 #.#85 2.24

ACCE'' 'TE%' & 'TAIR

LOOR LANDING 'LAB AT @".""! LVL 2 #.7 1.75

'TE%' 2" 1.75 ".46

'TAIR %A''AGE AT ENTRANCE 1 5.25 #.#85

b FLOOR TILING GF STAIR

!ID LANDING AT @#.675! LVL 1 #.#85 1.25

'TE%' 29 1.6 ".#95

; FLOOR TILING FF

-LOORING 1 18.185 1".5GENT' TOILET-LOORING 1 #.#85 #."15

LADIE' TOILET 1 #.#85 2.24

%A''AGE AT VARANDA, 1 22.2 1.6#

'TAIR

'TE%' RO! TO ROO 2" 1.6 ".#95

'!ALL LANDING AT @5.85!LVL 1 #.#85 ".75

!ID LANDING 'LAB 1 #.#85 1.25

LANDING AT @9."4!LVL 1 #.#85 1.12

2 WALL DADOa GROUND FLOOR

ALL TOILETBAT, 2 5.9 2.1

ALL RINAL 1 4.755 2.1

BAT, %A''AGE 1 8.77 2.1

DEDCTION OR DOOR'-D2 -4 ".8 2.1

VENTILATOR' -# ".8 ".6


WALL SKIRTING

'TAIR AREA 1 17.27 ".1

DEDCTION O CG -1 1.5 ".1CONTROLL ROO! ALL TILING 2 18.185 2.1

2 1".5 2.1

DEDUCTION

INDO -12 1.18 1.48


16/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

DOOR' -2 ".9 2.1

DOOR' -1 1.2 2.1

ROLLING ',TTER -1 2.75 2.1

b FF

GENT' TOILETBAT, 2 5.1 2.1ALL RINAL%A''AGE 1 12.4 2.1

DEDCTION OR DOOR'-D2& D1 -5 ".8 2.1

VENTILATOR' -5 ".8 ".6

LADIE' TOILET 2 5.5 2.1

DEDCTION OR DOOR'-D1 -2 ".8 2

%A''AGE 1 8.#2 2.1

DEDCTION' D1 & D2 -5 ".8 2.1


'+IRTING

OICE 1 57.#7 ".1DEDCTION DOOR D -2 1.1 ".1

DOOR D1 -2 ".9 ".1

'TAIR AREA 1 17.27 ".1

DEDCTION OR ENTRANCE -1 #.# ".1

%A''AGE 2 2#.5 ".1

DEDCTION' OR D -2 1.1 ".1

# EXTERNAL FINISHING WORKS

a %LA'TERING EXTERENAL ALL 1 68.2 11.14

CORNIC,E AT %ARA%ET LVL 1 66.4AT ,EAD ROO! ROO 1 22.2

COL!N %EOECTION' 'OT, 12 ".25 1".75

COL!N %EOECTION' EA'TE'T # ".17 1".75

ARANDA, %ARA%ET ALL AT 1 25 1.8

'LAB ABOVE ROLLING ',TTER 1 5.17 2.7#

DRO%' AT IR'T LOOR LVL 1 25 2.1

COL!N AT NORT, 12 ".25 9.#

ROO LEVEL DRO% ABOVE VARANDA, 1 25.7 2.1

'N',ADE' ABOVE INDO' AT G 7 #.4 1.2'N',ADE' AT 8 #.4 1.2

,EAD ROO! %LA'TERING EXTERNAL 1 18.1# 2.4

,EAD ROO! %ARA%ET 1 22.2 ".6

COL!N ACE' 1 1.81 2.7

%ARA%ET IN %A''AGE AT ROO 2 1.5 1.9

DEDCTION'

INDO' -24 ".72 1."2

CG -1 1."4 1.87

R' -1 2.29 #.87

DOOR' D AT -2 ".64 1.87DEDCTION OR 'TAIR ENTR -1 #.# #.87

DOOR D AT ROO D1 -1 ".44 1.87

OLL -# ".74 ".74

IRE ALL 1 9.25 9.5


17/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

4 EXTERNAL PAINTING

EXTERNAL ALL

5 SS HAND RAILS,ANDRAIL AT O TO 1.5! 2 8

,ANDRAIL AT 'TAIR

AI'T 'LAB' 1 &2 2 4."5

AI'T 'LAB #&4 2 #.182

6 ATER TAN+ 1""" LITER 2

7 BATER ROO! ALL ACID RE'I'TANT 1 1".25 2.1

8 ELECTRICAL OR+' IT, ITTING' 1

9 %L!%ING & 'ANITARERE' 1

1" 'EAGE DRAINAGE OR+' #"11'E%TIC TAN+& 'OA+A IT, COVER' 1

12 RAIN ATER LINE & ,ARVE'TING 1

1# 1

14 IN'%ECTION C,A!BER #

15 GLL TRA% 2

16 OINERIE'

a DOOR D (C , C L', DOOR) 2 1.1 2.1

DOOR D1 (C ,C L', DOOR) 6 ".9 2.1

b DOOR D2 (%VC DOOR) 6 ".9 2.1

; ROLLING ',TTER 1 2.75 #.6

3 COLLA%'IBLE GATE(!') 1 1.5 2.1

INDO(AL!INI!) 2# 1.18 1.48

VENTILATOR IN CONTROL ROO! 1" 1.18 ".58

VENTILATOR IN TOILET' 9 ".8 ".58

INDO IN T,E %LACE O OLL 1 1.2 1.2

GRILL IT, %AINTING 1 2# 1.18 1.48


17 NA!E BOARD AT ROO 1

18 BOREELL 1

19 ACCE'' LADDER !'- 4! AT ROO 1

ENTRANCE GATE 6 $3@ 2! IC+EDGATE


18/170

ERPRISES

9TY SUB TOTAL

426.72

55.2 481.92

#8.4"48

4.968 4#.#728

9.464

1.152 1".616

7."98

".864 7.962

##.6

4.4 #8

1.6744 1.6744

28.224

21.""

#.#882.48 55."9

95.76

11."96

-1.#8

-".414

-1.8-".414

-".1#8

-"."69

('$


19/170

9TY SUB TOTAL

-1.#8

-".828

-".621

-".45-".414 98.948

5."#91 5."#91

1".22

".84 11."6

1.97

".#1

".#4

1."6

".#2 4.""

#.24 #.24

6#

8.559.45

19.8

8.91 1"9.71

9.45

".98

1."9

2.28

1."2".54 15.#6

525.29

-1".616

-7.962

-55."92

-11."6"-#.997 4#6.566


20/170

9TY SUB TOTAL

15.75

8.55

9.45

17.82

8.916."#

4.428 7".9#8

2.4112 2.4112

2.#6

".98

1."9

2."5

1.#7".72

".62 9.19

1.2"

#.5"

1".71

1.22

11.55 28.18

".588 ".588

"."9

".5#

1.62

1.75 4.""

2.66

#."6

#.#8

1".59

4.25

2.96

1.#5

".54 28.78

7.27

2.6"

1.#7 11.24


21/170

9TY SUB TOTAL

5.46

1.95

7.41

4.9945.#6

58.69"5

#".#

#9.855

#7.455

42.6

4".2

#1.95

9

-4.5

-1.14

-4.875 289.8895

5.8872 5.8872

1#.82

7.6412.""

6."6

7.7#

8.28

6."7

1.94

8.87

-".9"-".2#

-".98 7".#"

18".96

71.85

-7.56 245.25

6.69

2.71 9.4"

8.#6

#.#9 11.75


22/170

9TY SUB TOTAL

".#7 ".#7

#.91

111.#8

12.91

-1.84

-".552

-".2#

-#

-1.1"4-".644

-2.2"8

-".2"7 114.51

12.#8

1."2 1#.#9

1#.44

18.9"

21.78

#.96

2.28

25.5" 85.86

".78 ".78

1.15

4.61

".2#

".11

".72

".1#

2."5 9.""

6.9"92 6.91

85."5

1".9#


23/170

9TY SUB TOTAL

12."8

24.75

7.59

8.72

11.29#.14

2.91 166.44

15.75

1.#1

1.45

#."4

1.#7

1.261.41

".#8

".#6 26.#2

17#.91

17.99

28.71

9.41

".8#

9.6# 24".46

#.7" #.7"

19.4"

4.98

4.#4

2.7#".72 #2.18

#.11

5.19

16.44 24.74

1."5 1."5

".#4

".94


24/170

9TY SUB TOTAL

2.6" #.88

##.7"16.79

8.812.66

".87

-4.82

-1.42

-".#2

-1.#"

-2.5#

-".8#

-".## 51.28

11.55

1#.#"

7.#5

-#.78 28.42

#.18 #.18

88.2"

1".22

-2."24

-".2#

-#

-".46

-".8"5

-".69 91.21

9.8"

".81 1".61

8.96

2#.76

6.#"12.""

24.7#

12.65

25.6" 114.""


25/170

9TY SUB TOTAL

".97

".77

2.7#

".72".1"

".26

1.75

".9"

2."5 9.27

85."5

14."829."4

6.67

14.4"

#.14 152.#7

5.1# 5.1#

15.75

1.41

#.#41.58

2.#"

".#8 24.75

17#.25

17.##

#".49

1".22 2#1.29

#.21 #.21

19.4"

4.98

2.55

4.#4 #1.27

2#.#812.65

5.92

#.95

".69


26/170

9TY SUB TOTAL

-4.42

-".75

-".87

-".87-".## #9.#5

9.15

6.41

4.58

7."2

-7.56 19.59

5.18 5.18

#.11

5.19

1.2"

12.92 22.41

".87 ".87

".#9

1."4

".24

2."4 #.7"

1.965

#.748

7.115

4.626

1.179

".555

27.962

7.92"

6.424 61.494

1.19 1.19

1.44


27/170

9TY SUB TOTAL

".96

".55

".76

1.#5

".2##.12 8.41

4.1"

2.17

1."9

7."7

1.44

-".#9-".4"

-".## 14.74

5.18 5.18

75.47 75.47

46.44 46.44

1".8" 1".8"

7.75 7.75

5.81 5.81

#5.96#

#5.96#

2".16"

5.712

#5.96#

#5.96#

11.22#

#5.96#

#5.96#

#5.96#

4#.2""

-8.45" #2#.58


28/170

9TY SUB TOTAL

6."22# 6."2

7.68

#.281.51

".27

".2#

".85

1.7"

#.15

5.12

7.24

#.6"1".91

4."5

4.#5

2.16

-1.268 54.8#

7.4# 7.4#".#6

".45

#5.96#

#5.96#

14."4" 85.97

".246

".86

".57

".#5

".66

".26

".85 #.54

78.75 78.75

#.5#4.41

9.16

54.6"


29/170

9TY SUB TOTAL

48.#"

#1.5" 14#.56

1.#4

7.98

1"."8

5.99 24."5

1#2.71

-7.75

-5.81-54.8# 64.#1

66.4" 66.4"

27.""

1#.5"

1#.5"

4.5"

156.""

18.2# 18.2#

".94 ".94

".94 ".94

2.4"

47.88

8.19 58.47

".98 ".98

1.64

#.59

1.2# 6.46

5.4"

21.12

5.4" #1.92

1.""227.85 227.85

499.1"


30/170

9TY SUB TOTAL

-17".94

-51.66

-15.98

-11.97

-5.25-18.1# 225.17

24#.57

-2".96

-6.16

-11.28-#.78

-2.52

-1.95

42.75

1"#.25

-1.75

-9.45

-7.98

-1.44-2.52

7#.4"

-#.15

-1.44 #88.59

189."9

-19.21

-#.78-4.62

##.66

4".92

-8.4"

-2.4"

#6.#"

-#.2"

27.46

-8.4"

-".9656.99

-1".2#

-1.44


31/170

9TY SUB TOTAL

#7.#1

-1.89

-1.75

-1.44 #54."1

19".94

5".4"

1".21

7.58

4.74

15.18

#8.5"

5.46

#.17

9.42

1".16

#.24 #48.99

19".89

65.96

16.9#

#8.85

5".4"

6.48

7.72

5.19

1.2"12.92

2#.27

".51

1."5 421.#7

#88.59-1#2.#6

#26.18


32/170

9TY SUB TOTAL

#54."1

-75.89

421.#7 1281.89

19".94

-27.##

-2#.91

9.15

7.58

12.95

16.1"

17.77 2"#.25

4.2#

18.## 22.56

19".941".21

7.58

#6.19

12.64

2.54

4.2#

#.79 268.12

24.78

9.99

18.42

-6.72

-1.44

-1.68

1.7#

-".1576.#8

44.1"

-2".96


33/170

9TY SUB TOTAL

-#.78

-2.52

-5.78 1#2.#6

21.4226."4

-8.4"

-2.4"

2#.1"

-#.2"

17.47

-8.4"

-".96

5.74-".22

-".18

1.7#

-".##

4.7"

-".22 75.89

759.75

66.4"22.2"

#2.25

5.48

45.""

14.11

52.5"

27.9"

5#.97

28.56#2.64

4#.51

1#.#2

4.89

5.7"

-17.6#

-1.94

-8.86

-2.#9-12.77

-".82

-1.64

87.88 125".""


34/170

9TY SUB TOTAL

125"."" 125".""

16.""

8.1"

6.#6 #".46

2

21.5# 21.5#

1

1

#"1

1

1

#

2

4.62

11.#4 15.96

11.#4 11.#4

9.9" 9.9"

#.15 #.15

4".17

6.84

4.18

1.44

52.6#

4".17

1.44 1165.""

1."" 1

1."" 1

1."" 1


35/170#5 / 17" ORLD CRE'T TOER %O RE 'C"227 DATED "#."5.14

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.



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&&?



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

/



/


39/170

HARINI ENTERPRISES

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

SI NO DESCRIPTION OF ACTIVITIES NOS

A SUB STRUCTURE

1(a) EARTH WORK IN EXCAVATION

ALONG GRID A1 TO A7*& C1 TO C7 2 25.4 4.2 2

ALONG GRID B1 TO B2 1 6.9 4 2

1.(b) EXCAVATION BELO 2!

ALONG GRID A1 TO A7*& C1 TO C7 2 25.4 4.2 ".18

ALONG GRID B1 TO B2 1 6.9 4 ".18

2 RIVER SAND BEDDING

ALONG GRID A & C 14 2.6 2.6 ".1

ALONG GRID B1 TO B2 2 2.4 2.4 ".1

# PCC FOR FOOTINGS

$$ %CC ALONG GRID A & C 14 2.6 2.6 "."75

%CC ALONG GRID B1 TO B2 2 2.4 2.4 "."75

4 FOOTING$ SHUTTERING

AT1 14 9.6 ".25

AT2 2 8.8 ".25

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

$$$ RCC

AT 1 14 2.4 2.4 ".#5

AT 1 'LO%E 14 1.5""

AT 2 2 2.2 2.2 ".#5AT 1 'LO%E 2 1.24"

5 COLUMN UP TO PLINTH LVL

SHUTTERING

$ AT C1 14 #.8 1.8

AT C2 2 #.8 1.46

DEDCTION' AT GRADE LEVEL

AT GB# BEA! NCTION' OR C1 -2" ".2# ".#

AT GB4 BEA! NCTION' OR C1 -4 ".2# ".45

AT GB1 BEA! NCTION' OR C1 -1" ".# ".6AT GB2 BEA! NCTION' OR C1 -4 ".2# ".45

AT GB1 IN CANTILEVER OR C2 -1 ".2# ".6

AT GB# IN CANTILEVER OR C2 -1 ".2# ".#

PROJECT ) ##11 +VA 'B 'TATION OR+ NORT, C,ENNAI.

SITE ) AIRLAND

CLIENT ) !'. DRA+E & 'CLL ATER & ENERG %VT LTD. . .

CHECKED * RE+ARRIVED BY ) !.'$a=>baa$a(E$ C$$D'E) a3 !.Abaa=

LENGTHIN M

WIDTHIN M

HEIGHT/ DEPTH

IN M


40/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

DEDCTION' AT %LINT, LEVEL

AT BEA! %B# NCTION' OR C1 -2" ".2# ".#

AT BEA! %B2 NCTION' OR C1 & C2 -8 ".2# ".45

AT BEA! %B1 NCTION' OR C1 -6 ".2# ".45

AT BEA! %B6 NCTION' OR C1 -2 ".# ".75ATBEA! %B4 NCTION OR C2 -4 ".2# ".45

$$ REBAR 1

$$$ RCC COLUMN

AT C1 14 #.65 ".4 ".5

AT C2 2 #.65 ".2# ".5

6 GRADE BEAM

$ PCCAT GB-1 5 1".5 ".5 "."75

AT GB-2 2 4.75 ".4# "."75

AT GB-2 2 5.25 ".4# "."75

AT GB-# 1" #.# ".4# "."75

AT GB-4 # #.# ".4# "."75

$$I REBAR 1

IVSHURTTERING FOR GBEAMS

AT GB-1 1" 1".5 ".6

AT GB-2 4 4.75 ".45AT GB-2 4 5.25 ".45

AT GB-# 2" #.# ".#

AT GB-4 6 #.# ".45

RCC

AT GB-1 5 1".5 ".# ".6

AT GB-2 2 4.75 ".2# ".45

AT GB-2 2 5.25 ".2# ".45

AT GB-# 1" #.# ".2# ".#

AT GB-4 # #.# ".2# ".45GB1 OR 'TAIR 2 1.5 ".# ".6

7 BACK FILLING STAGE ,

REER EXCAVTION ?T 1 525.29

DEDCTION'

RIVER 'AND ILLING BELO OOTING -1 1".616

%CC BELO OOTING -1 7.962

RCC OOTING -1 55."92

COL!N -1 11."6GARDE BEA! %CC -1 4.""

8 PLINTH BEAM

SHUTTERING


41/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

AT %B-1 2 1".5 ".75

AT %B-2 4 4.75 ".45

AT %B-2 4 5.25 ".45

AT %B-# 18 #.# ".#

AT %B-4 6 #.# ".45AT %B-5 4 #.#5 ".45

AT %B-6 8 1.2# ".45

REBAR

RCC

AT %B-1 1 1".5 ".# ".75

AT %B-2 2 4.75 ".2# ".45

AT %B-2 2 5.25 ".2# ".45

AT %B-# 9 #.# ".2# ".#

AT %B-4 4 #.# ".2# ".45AT %B-5 2 #.47 ".2# ".45

AT %B-6 4 1.5 ".2# ".45

9 STAIRS FROM FGL TO -,.M

$ ',TTERING

OR RI'ER ALL 4 1.5 ".2

GROND LANDING 2 1 1.75

AI'T 'LAB 2 #."6 1.75

EDGE 'IDE 2 4."6 ".15

LANDING 2 #.# 1.75

$$ REBAR

$$$RCC

RAI'ER ALL 2 1.5 ".15 ".2

GROND LANDING 2 1 1.77 ".15

AI'T 'LAB 2 #."6 1.77 ".15

LANDING 2 #.# 1.77 ".15

1"BRICK WORK BELOW PLINTHAT %B1 1 1".5 ".2# 1.1

AT %B2 2 4.75 ".2# 1.4

AT %B2 2 5.25 ".2# 1.4

AT %B# 9 #.# ".2# 1.55

AT %B4 4 #.# ".2# 1.4

AT %B5 2 #.# ".2# 1.95

AT %B6 2 1.5 ".2# 1.95

'TE%' RO! "! LVL TO @1.5 ! LVL 9 1.75 ".2# ".15

11CABLE TRENCH$ RIVER SAND FILLING 2 18.185 2 ".1

2 6.5 2 ".1

1 6.5 2.1 ".1


42/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

$ PCC 2 18.185 2 "."75

2 6.5 2 "."75

$$ SHUTTERING

',TTERING OR RAT 2 12.485 ".24 6.7 ".2

',TTERING OR ALL 2 17.785 1.65

2 1".1 1.5

4 6.6425 1.5

4 6.2425 1.5

4 7.1 1.5

4 6.7 1.5

',TTERING OR COVER 'LAB # 7.1 1.5

4 1.5 1.5

DEDUCTIONSN O IN CO!ING CABLE DCT

ALL -2 1.5 1.5

D3>;


43/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

IREBAR

TOTAL(A

BSUPER STRUCTURE UP TO FF

1 COLUMN UP TO FF

$ REBAR

$$ ',TTERING

AT C1 14 4.42 1.8

AT C2 2 4.42 1.46


AT BEA! B4 NCTION' OR C1 -2" ".2# ".4

AT BEA! B5 NCTION' IN C1 -4 ".2# ".6AT BEA! B8 NCTION' IN C1 -2 ".2# ".5

AT BEA! B1 NCTION' IN C1 -1" ".4 ".75

AT BEA! B2&B# NCTION' IN C1 -8 ".2# ".6

AT BEA! B6 NCTION' OR C1 -7 ".2# ".4

L$;


44/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

$$ ',TTEREING

AT B-1 5 1".5 1.62

AT B-2 2 4.75 1.15

AT B-# 2 5.25 1.15

AT B-4 1" #.# ".75AT B-5 2 #.# 1.15

AT B-6 7 1.52 ".82

AT B-7 6 #.# ".57

AT B-8 1 #.# ".95

BEA! %B6 ABOVE ROLLING ',TTER 2 1.75 ".8#

$$$RCC

AT B-1 5 1".5 ".4 ".75

AT B-2 2 4.75 ".2# ".6

AT B-# 2 5.25 ".2# ".6AT B-4 1" #.# ".2# ".4

AT B-5 # #.# ".2# ".6

AT B-6 7 1.5 ".# ".4

AT B-7 6 #.4 ".2# ".#

AT B-8 1 #.# ".2# ".5

BEA! %B6 ABOVE ROLLING ',TTER 2 1.75 ".2# ".45

4 FF SLAB

$ ',TTERING

' 1 5 1".54 #.#"""'# 1 5.45 #.#"""

'2 6 1.45 #.#"""

OTER 'IDE' 2 ##.6" ".14""

ADDITIONAL 'LAB ABOVE R ',TTER

OTER 'IDE 2 2.75 ".15

LANDING A' LI+E G 2 2.75 1.75

$$ REBAR 1

$$$RCC

'-1 4 1".5 #.# ".14'-1 1 1".5 #.#85 ".14

'-2 6 #.4 1.52 ".14

B-# 1 5.#85 #.#85 ".15

'LAB ABOVE ROLLING 1 2.75 1.75 ".15

2 STAIR FROM -,.2M TO+ 2.32M LVL

$ ',TTERING OR 'TAIR % TO

!ID LANDING BEA! AT @#.675! 1 #.745 ".8#

!ID LANDING 'LAB AT @#.675! 1 #.745 1.#85

AI'T 'LAB' 1 &2 2 4."5 2."#

I$REBAR

I$IRCC


45/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

'TAIR RO! @1.5! TO- 5.85! LVL

!ID LANDING BEA! AT @#.675! 1 #.# ".2# ".45

!ID LANDING 'LAB AT @#.675! 1 #.#85 1.#85 ".2

AI'T 'LAB' 1 &2 2 4."6 1.6 ".2

6 45 BRICK WORKS AT GFALONG GRID A&C 12 #.# ".2# #.7ALONG GRID 12 2 1" ".2# #.65ALONG GRID 7 1 1".5 ".2# #.65

ALL BETEEN GRID B& C 1 #.# ".2# #.5

'TE%' RO! @1.5 TO 14 1.72 ".25 ".145

DEDCTION'

INDO - -12 1.18 ".2# 1.48

VENTILATOR'-V -9 1.18 ".2# ".58

VENTILATOR'-V -# ".8 ".2# ".58

DOOR D1 -# ".9 ".2# 2.1

ROLLING ',TTER -1 2.75 ".2# 4

COLLA%'ABLE GATE -1 1.5 ".2# 2.4

OLLE -1 1.2 ".2# 1.2

7 6.25HALF BRICK WALL

ALL AT GRID B 1 #.# #.5

ALL AT TOILET 2 1.9 #.5

DEDCTION' 2 1."5 #.5

DOOR D2 -2 ".9 2.1

TOTAL(B

C SUP STRUC. FROM FF TO ROOF

1 COLUMN UP TO ROOF

$ REBAR

$$ ',TTERING

AT C1 14 #.5 1.8

AT C2 2 #.5 1.46




AT BEA! RB1 NCTION' IN C1 -1" ".4 ".75



ATBEA! NCTION C2 -6 ".2# ".5

$$$RCC

AT C1 14 #.5 ".4 ".5AT C2 2 #.5 ".2# ".5

2 LINTEL 1SSHADE* LATH (DROP

$ ',TTERING OR 'N ',ADE 8 1.6 ".7

',TTERING OR LINTEL 24 #.# ".#


46/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

1 1".5 ".6

2 1" ".6

LOT 2 18.185 ".68

2 9.# ".68

DRO% ABOVE VARANDA, 1 25.6 1

IIREBAR

$$$ RCC 'N ',ADE 8 1.6 ".6 ".1

RCC LINTEL 12 #.# ".2# ".#

1 1".5 ".2# ".#

ABOVE 4.5 ALL 1 2.775 ".115 ".#

1 #.76 ".2# ".#

LOT 2 18.185 ".6 "."8

2 9.#4 ".6 "."8DRO% ABOVE VARANDA, 1 25.6 "."8 1

# ROOF BEAM

$ SHUTTERING

AT RB1 5 1".5 1.62

AT RB# 6 #.4 ".69

AT RB4 11 #.# ".8

AT RB5 7 ".75 1.27

AT RB6 2 1" ".72

AT RB8 1 #.# ".95

$$ REBAR

$$$RCC

AT RB1 5 1".5 ".4 ".75

AT RB# 6 #.4 ".2# ".#

AT RB4 11 #.# ".2# ".4

AT RB5 7 1.5 ".# ".5

AT RB6 2 1" ".2# ".5

AT RB7 1 #.# ".2# ".5

4 ROOF SLAB

$ SHUTTERING

5 1".5" #.#"

1 5.25 #.#"

6 1.54 #.#"

OTER 'IDE' 2 #4."6 ".15

$$ REBAR

$$$RCC

R'I 4 1".5" #.#" ".14R'I 1 1".5" #.#9 ".14

R'# 1 5.#9 #.#9 ".14

R'2 6 1.52 #.4" ".14


47/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

5 45 BRICK WORKS AT FF

ALONG GRID A&C 11 #.# ".2# 2.8

ALONG GRID 12 2 1" ".2# 2.75

ALONG GRID 12&7 1 1".5 ".2# 2.45

ALL BETEEN GRID A& C 2 #.# ".2# 2.6'TE%' 11 1.7# ".25 ".145

DEDCTION'

INDO - -11 1.18 ".2# 1.48

VENTILATOR'-V -7 ".8 ".2# ".58

DOOR D1 -2 ".9 ".2# 2.1

DOOR D -2 ".9 ".2# 2.1

OLL -1 1.2 ".2# 1.2

6 6.25WALL AT FF

ALL AT GEN TOILET 2 1.5 #."52 1."5 #."5

ALL AT LADIE' TOILET 1 1.5 #."5

2 1.15 #."5

DEDCTION' -DOOR D2 -4 ".9 2.1

7 47 BRICK WORKS AT VARANDAH 1 25 ".2# ".9

8 STAIR CASE STRUCTURE

$ SHUTTERING

'TAIR RO! @ 5.85! TO 9."4!ID LANDING BEA! AT @7.445! 1 #.745 ".8#

!ID LANDING 'LAB AT @9."4! 1 #.745 1.#85

'!ALL LANDING AT @5.85!LVL 1 1.6 ".75

AI'T 'LAB # & 4 2 #.182 2."#

$$ REBAR FOR STAIR 1

$$$ RCC FOR STAIR

'TAIR RO! @ 5.85! TO 9."4

!ID LANDING BEA! AT @7.445! 1 #.745 ".2# ".45!ID LANDING 'LAB AT @9."4! 1 #.745 1.#85 ".2

'!ALL LANDING AT @5.85!LVL 1 1.6 ".75 ".2

AI'T 'LAB #&4 2 #.182 1.6 ".2

9 ROOF WORKS

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

$ SHUTTEREING

,B1 O>


48/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

C1 2 1.8"" 2.2""

C2 2 1.46" 2.2""

$$ REBAR

$$$ RCCCOL!N C1 AT %ARA%ET 8 ".9" ".4" ".5"

COL!N C1 2 2.4" ".4" ".5"

COL!N C2 2 2.4" ".2# ".5"

BEA! ,B1 2 #.#" ".2# ".5"

BEA! ,B2 2 5.87 ".2# ".5"

BEA! ,# 1 #.# ".2# ".#

'LAB ,'1 1 6.425 #.47 ".14

b BRICK WORK 45

AT %ARA%ET 6 #.# ".2# ".91 1".5 ".2# ".9

1 5.25 ".2# ".9

AT ,EAD ROO! 1 16.17 ".2# 1.9

,EAD ROO! %ARA%ET 1 2".9 ".2# ".#

DEDCTION'

DOOR D1 -1 ".9 ".2# 1.9

INDO -1 1.18 ".2# 1.48

OLL -1 1.2 ".2# 1.2

; BRICK WORKS+45 AT PASSAGE AREA 1 25 ".2# ".9

TOTAL ( C

DEXTERNAL FINISHING AND YARD WORKS

1 EXTERNAL WORKS * YARD

1 TRANSFORMER PLINTH

a EXCAVATION

TRAN'OR!ER ONDATION 1 #.9 12.9 1.5

CABLE TRENC, 2 1.2 12.9 1.52 # 1.2 1.5

b RIVER 'AND 1 12.5 6.2 ".1

; %CC 1 12.5 6.2 "."75

3 SHUTTERING

1 25.22 ".25

'TRA% BEA! 2 19.76 ".#5

COL!N 8 1.2 2.1"

2 1.#6 2.1"BEA! B1 8 2.475 ".#25

BEA! B2 4 2.475 ".#25

'LAB 1 #.#5 #.#5

IRE ALL 2 4.2# 4.5"

TRAN'OR!ER ONDATION & IRE ALL-BA'E


49/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

CABLE DCT RAT ALONG %LINT, 2 18 ".2"

CABLE DCT RAT ARROND %LINT,-ALL 2 72 1.#"

COVER 'LAB 2 18 1.2

DEDUCTIONSN O CABLE DCT RO! CNT. ROO! -2 #.25 1.#"

REBAR FOR TRS. FORMER FND 2

RCC

TRAN'OR!ER ONDATION 1 9.#8 #.275 ".25

'TRA% BEA! 2 9.#8 ".5 ".#5

COL!N C1 8 ".# ".# 2.1"

BELO GROND C2 2 ".45 ".# 1.""

ABOVE GROND C2 2 ".45 ".2# 1.1"

BEA! AT LOOR LEVEL B1 4 2.175 ".# ".##BEA! AT LOOR LEVEL B2 8 2.175 ".# ".##

'LAB AT %LINT 2 # # ".18

IRE ALL 1 4.5 ".2# 4.95

CABLE DUCT AROUND PLINTH

RAT 2 12."7 1.5 ".2"

4 # 1.5 ".2"

ALL 1 46.94 ".15 1.55

8 2.175 ".15 1.55

COVER 'LAB 2 12."7 1.2 ".15

4 # 1.2 ".15DEDUCTIONS

N O CABLE DCT RO! CNT. ROO! -2 #.25 1.# ".15

2

$ EARTH WORK EXCAVATION 1 1.18 4.2 1.5"

$$ RIVER SAND 1 1.18 #.8 "."8

$$$ PCC 1 1.18 #.8 ".1"

$ SHUTTEREING

RAT 2 9.#6 ".2"

ALL 2 18.72 1.5"

COVER 'ALB 2 4.68 1.5

REBAR

$ RCC

RAT 1 1.18 #.65 ".2"

ALL OR 4! 2 1.18 ".2 1.2"

1 1.18 ".25 1.2"

BEA! 2 #.65 ".# ".#"BEA! 1 #.65 ".#5 ".2"

COVER 'LAB 1 1.18 #.6 ".2"

# INCOMING CABLE TRENCH

CABLE DUCT FROM PLINTH TOBUILDING

CABLE DCT RO! TRAN'OR!ER TOBILDING


50/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

$ EXCAVATION 2 1".5 2.5 1.5"

$$ SAND FILLING 2 1".5 2.1 "."8

$$$ PCC 2 1".5 2.1 ".1"

$ SHUTTERING

RAFT 2 22.9 ".2"WALLL 4 1".5 1.#"

4 1".5 1.15

COVER 2 1".5 1.5

REBAR

$ RCC

RAT 2 1".5 1.9 ".2"

ALL 4 1".5 1.2 ".2"

COVER 2 1".5 1.9 ".15

4 BACK FILLING 8RD STAGE

REER ?T O EXCAVATION

DEDCTION

R 'AND ILLING O TRAN' DN

%CC O TRAN' DN

RCC O TRAN' DN

5 PAVING 1 66.4" 1

6 ROADROAD BA'E (!ETAL & GRAVEL) 1 15."" ".# 6

%CC B 4"!! !5-148 1 15."" ".15 6

RCC B 2"!! !15 1 15."" ".15 6

TO%ING B #TO 1"!! !15 1 15."" "."5 6

REBAR 8 275 !! CC-(#."# +G'?!) 1

ROAD '?! 1 26."" 6

7 G '!% (L!%'!)

a EXCAVATION 1 4.5" 2.7 1.5

b RIVER 'AND ILLING 1 4.1" 2.# ".1; %CC 1 4.1" 2.# ".1

3 ',TTERING

LOOR 1 12."" ".2

ALL 1 22.8" 2.1

COVER 'LAB 1 #.9" 2.1

REBAR 22+G'?! O 'RACE AREA 1 44.7" 22

RCC

RCC LOOR 1 #.9" 2.1 ".2

RCC ALL 1 11.4" 2.1 ".15RCC COVER 'LAB 1 #.9" 2.1 ".15

%LA'TERING

LOOR 1 #."" 1.8

ALL 1 9.6" 2.2


51/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

CEILING 1 #."" 1.8

0 !AN,OLE COVER 1

8 EAT,ERING COR'E & TILING 1 21.7 1".5

9YARD OPEN AREA FILLING 6TH STAGE'IFE O T,E %LTOT 1 #1 2# ".7

DEDCTION OR BLG AREA -1 22.2 11 ".7

TRAN'OR!ER ARD -1 12.#" 6 ".7

CABLE TRENCE AREA -1 6.#4 #.6 ".7

INCO!ING TRENC, AREA -2 4.5" 1.9 ".7

ATER TANN+ -1 #."" 2.5 ".7

'TAIR AREA -2 7.4" 1.75 ".7

TOTAL OF (D

EFINISHING WORKS1 PLASTERING INTERNAL

a GF

ALL-CONTROL ROO! 1 57.#1 4.25

DEDCTION'

-12 1.18 1.48

V -9 1.18 ".58

R' -1 2.75 4.1

D1 -2 ".9 2.1

D1 -1 1.2 2.1

Ba '>a; / a -8 ".4 ".61BATTER ROO! 1 11.25 #.8

GENT' TOILET 1 27.17 #.8

DEDUCTIONS

Ba


52/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

%A''AGE 1 8.#2 #.#

DEDCTION' D1 & D2 -5 ".8 2.1


'TAIR ROO! AT IR'T LOOR 1 17.27 #.#

DEDCTION AT ENTRANCE -1 #.# #.1OLL -1 1.2 1.2

; HEAD ROOM

ALL 1 16.58 2.25

DEDCTION DOOR -1 ".9 2.1

INDO -1 1.18 1.48

OLL -1 1.2 1.2

2 CEILING PLASTERING

GCEILING 1 18.185 1".5

B1 BEA! DRO% 4 1".5 1.2

ET AREA' 1 #.#85 #."15

BATTER ROO! 1 #.#85 2.24

'TAIR !ID LANDING 1 #.#85 1.4

AI'T 1 &2 2 1.87 4."6

VARANDA, 1 22 1.75

B6 BEA! DRO% 7 1.5 ".52

B7 BEA! DRO% 6 #.# ".16

'RAIR AT "" LVL

AI'T 2 #.1#847 1.5

'OIT 2 #.#85 1.5

BEA! %% 5 &6 DRO% 2 6.47 ".25

b CEILING PLASTERING FF

OICE 1 18.18 1".5

LOT 1 55 1.2

ET AREA 1 #.#85 5VARANDA, 1 22.2 1.75

RB1 BEA! DRO% 4 1".5 1.2

RB5 BEA! DRO% 6 1.5 ".72

RB# BEA! DRO% 6 #.# ".#9

'TAIR AREA

!ID LANDING 1 #.745 1.#85

'!ALL LANDING 1 1.6 ".75

AI'T 'LAB # & 4 2 #.182 2."#

; HEAD ROOMCEILING 1 6.885 #.#8

BEA! DRO% ,B# 1 #.#8 ".15

BEA! DRO% ,B2 2 1.5 ".#5


53/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

# PAINTING INTERNAL

a GF

ALL REER ?T RO! %LA'TER

DEDCT ALL TILING

CEILING

b FF

ALL RE ?T RO! %LA'TER

DEDCT ALL TILING

CEILING

4 FLOORING

a GROUND FLOOR

CERA!IC LOORING 1 18.185 1".5

DEDCTION OR CABLE TRENC,-1 14.#85 1.9

-1 12.585 1.9

GENT' TOILET-LOORING 1 #.155 2.9

BATTER ROO! 1 #.#85 2.24

ACCE'' 'TE%' & 'TAIR

LOOR LANDING 'LAB AT @".""! LVL 2 #.7 1.75

'TE%' 2" 1.75 ".46

'TAIR %A''AGE AT ENTRANCE 1 5.25 #.#85

b FLOOR TILING GF STAIR

!ID LANDING AT @#.675! LVL 1 #.#85 1.25

'TE%' 29 1.6 ".#95

; FLOOR TILING FF

-LOORING 1 18.185 1".5

GENT' TOILET-LOORING 1 #.#85 #."15

LADIE' TOILET 1 #.#85 2.24

%A''AGE AT VARANDA, 1 22.2 1.6#'TAIR

'TE%' RO! TO ROO 2" 1.6 ".#95

'!ALL LANDING AT @5.85!LVL 1 #.#85 ".75

!ID LANDING 'LAB 1 #.#85 1.25

LANDING AT @9."4!LVL 1 #.#85 1.12

2 WALL DADO

a GROUND FLOOR

ALL TOILETBAT, 2 5.9 2.1

ALL RINAL 1 4.755 2.1BAT, %A''AGE 1 8.77 2.1


VENTILATOR' -# ".8 ".6



54/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

WALL SKIRTING

'TAIR AREA 1 17.27 ".1

DEDCTION O CG -1 1.5 ".1

CONTROLL ROO! ALL TILING 2 18.185 2.1

2 1".5 2.1DEDUCTION

INDO -12 1.18 1.48

DOOR' -2 ".9 2.1

DOOR' -1 1.2 2.1

ROLLING ',TTER -1 2.75 2.1

b FF

GENT' TOILETBAT, 2 5.1 2.1

ALL RINAL%A''AGE 1 12.4 2.1

DEDCTION OR DOOR'-D2& D1 -5 ".8 2.1

VENTILATOR' -5 ".8 ".6LADIE' TOILET 2 5.5 2.1

DEDCTION OR DOOR'-D1 -2 ".8 2

%A''AGE 1 8.#2 2.1

DEDCTION' D1 & D2 -5 ".8 2.1


'+IRTING

OICE 1 57.#7 ".1

DEDCTION DOOR D -2 1.1 ".1

DOOR D1 -2 ".9 ".1

'TAIR AREA 1 17.27 ".1DEDCTION OR ENTRANCE -1 #.# ".1

%A''AGE 2 2#.5 ".1

DEDCTION' OR D -2 1.1 ".1

# EXTERNAL FINISHING WORKS

a %LA'TERING EXTERENAL ALL 1 68.2 11.14

CORNIC,E AT %ARA%ET LVL 1 66.4

AT ,EAD ROO! ROO 1 22.2

COL!N %EOECTION' 'OT, 12 ".25 1".75

COL!N %EOECTION' EA'TE'T # ".17 1".75ARANDA, %ARA%ET ALL AT 1 25 1.8

'LAB ABOVE ROLLING ',TTER 1 5.17 2.7#

DRO%' AT IR'T LOOR LVL 1 25 2.1

COL!N AT NORT, 12 ".25 9.#

ROO LEVEL DRO% ABOVE VARANDA, 1 25.7 2.1

'N',ADE' ABOVE INDO' AT G 7 #.4 1.2

'N',ADE' AT 8 #.4 1.2

,EAD ROO! %LA'TERING EXTERNAL 1 18.1# 2.4

,EAD ROO! %ARA%ET 1 22.2 ".6COL!N ACE' 1 1.81 2.7

%ARA%ET IN %A''AGE AT ROO 2 1.5 1.9

DEDCTION'

INDO' -24 ".72 1."2


55/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

CG -1 1."4 1.87

R' -1 2.29 #.87

DOOR' D AT -2 ".64 1.87

DEDCTION OR 'TAIR ENTR -1 #.# #.87

DOOR D AT ROO D1 -1 ".44 1.87OLL -# ".74 ".74

IRE ALL 1 9.25 9.5

4 EXTERNAL PAINTING

EXTERNAL ALL

5 SS HAND RAILS

,ANDRAIL AT O TO 1.5! 2 8

,ANDRAIL AT 'TAIR

AI'T 'LAB' 1 &2 2 4."5AI'T 'LAB #&4 2 #.182

6 ATER TAN+ 1""" LITER 2

7 BATER ROO! ALL ACID RE'I'TANT 1 1".25 2.1

8 ELECTRICAL OR+' IT, ITTING' 1

9 %L!%ING & 'ANITARERE' 1

1" 'EAGE DRAINAGE OR+' #"

11'E%TIC TAN+& 'OA+A IT, COVER' 1

12 RAIN ATER LINE & ,ARVE'TING 1

1# 1

14 IN'%ECTION C,A!BER #

15 GLL TRA% 2

16 OINERIE'

a DOOR D (C , C L', DOOR) 2 1.1 2.1

DOOR D1 (C ,C L', DOOR) 6 ".9 2.1

b DOOR D2 (%VC DOOR) 6 ".9 2.1

; ROLLING ',TTER 1 2.75 #.6

3 COLLA%'IBLE GATE(!') 1 1.5 2.1

INDO(AL!INI!) 2# 1.18 1.48

VENTILATOR IN CONTROL ROO! 1" 1.18 ".58

VENTILATOR IN TOILET' 9 ".8 ".58


GRILL IT, %AINTING 1 2# 1.18 1.48


17 NA!E BOARD AT ROO 1

18 BOREELL 1

19 ACCE'' LADDER !'- 4! AT ROO 1

ENTRANCE GATE 6 $3@ 2! IC+EDGATE


56/170


IN MWIDTHIN M

HEIGHT/ DEPTH

IN M

SUB TOTAL (E

TOTAL

NOTE ) ALL SPECIAL WORKS BO9S ARE DIRECTLY POSTED IN ABSTRACT

I!%ORTED EART, OR ILLING HILLING-EXCAVATION


57/170

ERPRISES

9TY SUB TOTAL PCC IN CUM

426.72

55.2 481.92 481.92

#8.4"48

4.968 4#.#728 4#.#7

9.464

1.152 1".616 1".616

7."98

".864 7.962 7.962

##.6

4.4 #8 #8

1.6744 1.6744 1.6744

28.224

21.""

#.#882.48 55."9

95.76

11."96

-1.#8

-".414

-1.8-".414

-".1#8

-"."69

('$


58/170

9TY SUB TOTAL PCC IN CUMEXCAVATIONIN CUM (,a

EXCAVATIONIN CUM (,:

RIVER SANDFILLING IN

CUM

SHUTTERING IN S9M

REBAR INMT

-1.#8

-".828

-".621

-".45-".414 98.948 98.948

5."#91 5."#91 5."#91

1".22

".84 11."6

1.97

".#1

".#4

1."6

".#2 4."" 4.""

#.24 #.24 #.24

6#

8.559.45

19.8

8.91 1"9.71 1"9.71

9.45

".98

1."9

2.28

1."2".54 15.#6

525.29

-1".616

-7.962

-55."92

-11."6"-#.997 4#6.566


59/170




CUM

SHUTTERING IN S9M

REBAR INMT

15.75

8.55

9.45

17.82

8.916."#

4.428 7".9#8 7".9#8

2.4112 2.4112 2.4112

2.#6

".98

1."9

2."5

1.#7".72

".62 9.19

1.2"

#.5"

1".71

1.22

11.55 28.18 28.18

".588 ".588 ".588

"."9

".5#

1.62

1.75 4.""

2.66

#."6

#.#8

1".59

4.25

2.96

1.#5

".54 28.78

7.27

2.6"

1.#7 11.24 11.24


60/170




CUM

SHUTTERING IN S9M

REBAR INMT

5.46

1.95

7.41 7.41

4.9945.#6

58.69"5

#".#

#9.855

#7.455

42.6

4".2

#1.95

9

-4.5

-1.14

-4.875 289.8895 289.8895

5.8872 5.8872 5.8872

1#.82

7.6412.""

6."6

7.7#

8.28

6."7

1.94

8.87

-".9"-".2#

-".98 7".#"

18".96

71.85

-7.56 245.25

6.69

2.71 9.4" 9.4"

8.#6

#.#9 11.75 11.75


61/170




CUM

SHUTTERING IN S9M

REBAR INMT

".#7 ".#7 ".#7

63,.40 68.8; 8,.0 8,.,0 82. ,4.00

#.91 #.91

111.#8

12.91

-1.84

-".552-".2#

-#

-1.1"4

-".644

-2.2"8

-".2"7 114.51 114.51

12.#8

1."2 1#.#9

1#.44

18.9"

21.78

#.96

2.28

25.5" 85.86 85.86

".78 ".78 ".78

1.15

4.61

".2#

".11

".72

".1#

2."5 9.""

6.9"92 6.91 6.91


62/170




CUM

SHUTTERING IN S9M

REBAR INMT

85."5

1".9#

12."8

24.757.59

8.72

11.29

#.14

2.91 166.44 166.44

15.75

1.#1

1.45#."4

1.#7

1.26

1.41

".#8

".#6 26.#2

17#.9117.99

28.71

9.41

".8#

9.6# 24".46 24".46

#.7" #.7" #.7"

19.4"4.98

4.#4

2.7#

".72 #2.18

#.11

5.19

16.44 24.74 24.74

1."5 1."5 1."5


63/170




CUM

SHUTTERING IN S9M

REBAR INMT

".#4

".94

2.6" #.88

##.7"16.798.81

2.66

".87

-4.82

-1.42

-".#2

-1.#"

-2.5#

-".8#

-".## 51.28

11.55

1#.#"

7.#5

-#.78 28.42

. . . . 80., ,.82

#.18 #.18 #.18

88.2"

1".22

-2."24

-".2#

-#

-".46

-".8"5

-".69 91.21 91.21

9.8"".81 1".61

8.96

2#.76


64/170




CUM

SHUTTERING IN S9M

REBAR INMT

6.#"

12.""

24.7#

12.65

25.6" 114."" 114.""

".97 ".97

".77

2.7#

".72

".1"

".26

1.75

".9"2."5 9.27

85."5

14."8

29."4

6.67

14.4"

#.14 152.#7 152.#7

5.1# 5.1# 5.1#

15.75

1.41

#.#4

1.58

2.#"

".#8 24.75

17#.25

17.##

#".49

1".22 2#1.29 2#1.29

#.21 #.21 #.21

19.4"4.98

2.55

4.#4 #1.27


65/170




CUM

SHUTTERING IN S9M

REBAR INMT

2#.#8

12.65

5.92

#.95".69

-4.42

-".75

-".87

-".87

-".## #9.#5

9.156.41

4.58

7."2

-7.56 19.59

5.18 5.18

#.11

5.19

1.2"

12.92 22.41 22.41

".87 ".87 ".87

".#91."4

".24

2."4 #.7"

1.965

#.748

7.1154.626

1.179

".555

27.962


66/170




CUM

SHUTTERING IN S9M

REBAR INMT

7.92"

6.424 61.494 61.494

1.19 1.19 1.19

1.44

".96

".55

".76

1.#5

".2#

#.12 8.41

4.1"2.17

1."9

7."7

1.44

-".#9

-".4"

-".## 14.74

5.18 5.18

"."" "."" "."" "."" 672.77 14.54

75.47 75.47 75.47

46.44 46.44 46.441".8" 1".8" 1".8"

7.75 7.75 7.75

5.81 5.81 5.81

#5.96#

#5.96#

2".16"

5.712#5.96#

#5.96#

11.22#

#5.96#


67/170




CUM

SHUTTERING IN S9M

REBAR INMT

#5.96#

#5.96#

4#.2""

-8.45" #2#.58 #2#.58

6."22# 6."2 6."2

7.68

#.28

1.51

".27

".2#

".851.7"

#.15

5.12

7.24

#.6"

1".91

4."5

4.#5

2.16

-1.268 54.8#

7.4# 7.4# 7.4#

".#6 ".#6

".45 ".45

#5.96#

#5.96#

14."4" 85.97 85.97

".246 ".25

".86

".57

".#5

".66".26

".85 #.54


68/170




CUM

SHUTTERING IN S9M

REBAR INMT

78.75 78.75 78.75

#.5# #.5#

4.41 4.41

9.1654.6"

48.#"

#1.5" 14#.56 14#.56

1.#4 1.#4

7.98

1"."8

5.99 24."5

1#2.71

-7.75

-5.81

-54.8# 64.#1

66.4" 66.4"

27.""

1#.5"

1#.5"

4.5"

156.""

18.2# 18.2#

".94 ".94".94 ".94

2.4"

47.88

8.19 58.47

".98 ".98

1.64

#.591.2# 6.46

5.4"

21.12


69/170




CUM

SHUTTERING IN S9M

REBAR INMT

5.4" #1.92

1.""

227.85 227.85

499.1"

-17".94

-51.66

-15.98

-11.97

-5.25

-18.1# 225.17

0,3.34 . ,,.6 ,.; 228.,, ;.

24#.57

-2".96

-6.16

-11.28

-#.78

-2.52

-1.9542.75

1"#.25

-1.75

-9.45

-7.98

-1.44

-2.52

7#.4"

-#.15-1.44 #88.59

189."9

-19.21

-#.78

-4.62

##.66

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70/170




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71/170




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72/170




CUM

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73/170




CUM

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74/170




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75/170

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77/170

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78/170

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79/170

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80/170

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81/170

RCC IN GFCUM

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82/170

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83/170

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84/170

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85/170

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86/170

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88/170

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89/170

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90/170

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91/170


92/170

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93/170

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94/170

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102/170

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103/170

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104/170

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106/170

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107/170

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109/170

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110/170

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111/170

111

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115/170

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119/170

119

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120/170

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121/170

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127/170

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128/170

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136/170

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139/170

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140/170

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142/170

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144/170

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145/170

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146/170

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147/170

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148/170

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149/170

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151/170

151

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152/170

152

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153/170

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154/170

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155/170

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156/170

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157/170

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158/170

158

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159/170

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160/170

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161/170

HARINI ENTERPRISESABSTRACT SHEET JOINTLY ARRIVED BY M/S.DSWE and HARINI

SUB STATION AT AIRLAND+ABSTRACT

DESCRIPTION OF ACTIVITIESSCOPE

9TY UNIT

T"'a= BO9 "$' "! '%


162/170

DESCRIPTION OF ACTIVITIESSCOPE

9TY UNIT

S=N"

REDUCEDRATE

EXTERNAL %LA'TERING 875."" '?! 42".""

LOOR TILING 222.27 '?! 1#2".""

ALL TILING 156.19 '?! 11"".""

%AINTING INTERNAL 769.1# '?! 1#".""

BATER ROO! ALL ACID RE'I'TANT %AINT 21.5# '?! 11"".""ELECTRICAL OR+' IT, ITTING' 1 LOT L' 45"""".""

%L!%ING OR+' & 'ANITAR ERE' 1 LOT L' 8"""".""

DRAINAGE LINE G OR+' #"."" 9"".""

'OA+AA AND 'ANETAR OR+' 1."" L' 9"""".""

IN'%

Documents

Variation Study for Airland Site