variation study for airland site
TRANSCRIPT
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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
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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
$$I REBAR 1
IVSHURTTERING FOR GBEAMS
AT GB-1 1" 1".5 ".6
AT GB-2 4 4.75 ".45AT GB-2 4 5.25 ".45
AT GB-# 2" #.# ".#
AT GB-4 6 #.# ".45
RCC
AT GB-1 5 1".5 ".# ".6
AT GB-2 2 4.75 ".2# ".45
AT GB-2 2 5.25 ".2# ".45
AT GB-# 1" #.# ".2# ".#
AT GB-4 # #.# ".2# ".45GB1 OR 'TAIR 2 1.5 ".# ".6
7 BACK FILLING STAGE ,
REER EXCAVTION ?T 1 525.29
DEDCTION'
RIVER 'AND ILLING BELO OOTING -1 1".616
%CC BELO OOTING -1 7.962
RCC OOTING -1 55."92
COL!N -1 11."6GARDE BEA! %CC -1 4.""
8 PLINTH BEAM
SHUTTERING
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
IN MWIDTHIN M
HEIGHT/ DEPTH
IN M
AT %B-1 2 1".5 ".75
AT %B-2 4 4.75 ".45
AT %B-2 4 5.25 ".45
AT %B-# 18 #.# ".#
AT %B-4 6 #.# ".45AT %B-5 4 #.#5 ".45
AT %B-6 8 1.2# ".45
REBAR
RCC
AT %B-1 1 1".5 ".# ".75
AT %B-2 2 4.75 ".2# ".45
AT %B-2 2 5.25 ".2# ".45
AT %B-# 9 #.# ".2# ".#
AT %B-4 4 #.# ".2# ".45AT %B-5 2 #.47 ".2# ".45
AT %B-6 4 1.5 ".2# ".45
9 STAIRS FROM FGL TO -,.M
$ ',TTERING
OR RI'ER ALL 4 1.5 ".2
GROND LANDING 2 1 1.75
AI'T 'LAB 2 #."6 1.75
EDGE 'IDE 2 4."6 ".15
LANDING 2 #.# 1.75
$$ REBAR
$$$RCC
RAI'ER ALL 2 1.5 ".15 ".2
GROND LANDING 2 1 1.77 ".15
AI'T 'LAB 2 #."6 1.77 ".15
LANDING 2 #.# 1.77 ".15
1"BRICK WORK BELOW PLINTHAT %B1 1 1".5 ".2# 1.1
AT %B2 2 4.75 ".2# 1.4
AT %B2 2 5.25 ".2# 1.4
AT %B# 9 #.# ".2# 1.55
AT %B4 4 #.# ".2# 1.4
AT %B5 2 #.# ".2# 1.95
AT %B6 2 1.5 ".2# 1.95
'TE%' RO! "! LVL TO @1.5 ! LVL 9 1.75 ".2# ".15
11CABLE TRENCH$ RIVER SAND FILLING 2 18.185 2 ".1
2 6.5 2 ".1
1 6.5 2.1 ".1
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
IN MWIDTHIN M
HEIGHT/ DEPTH
IN M
$ PCC 2 18.185 2 "."75
2 6.5 2 "."75
$$ 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>;
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
IN MWIDTHIN M
HEIGHT/ DEPTH
IN M
IREBAR
BSUPER STRUCTURE UP TO FF
1 COLUMN UP TO FF$ REBAR
$$ ',TTERING
AT C1 14 4.42 1.8
AT C2 2 4.42 1.46
DEDCTION' AT BEA! LEVEL
AT BEA! B4 NCTION' OR C1 -2" ".2# ".4
AT BEA! B5 NCTION' IN C1 -4 ".2# ".6
AT BEA! B8 NCTION' IN C1 -2 ".2# ".5
AT BEA! B1 NCTION' IN C1 -1" ".4 ".75
AT BEA! B2&B# NCTION' IN C1 -8 ".2# ".6AT BEA! B6 NCTION' OR C1 -7 ".2# ".4
L$;
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
IN MWIDTHIN M
HEIGHT/ DEPTH
IN M
AT B-# 2 5.25 1.15
AT B-4 1" #.# ".75
AT B-5 2 #.# 1.15
AT B-6 7 1.52 ".82
AT B-7 6 #.# ".57AT B-8 1 #.# ".95
BEA! %B6 ABOVE ROLLING ',TTER 2 1.75 ".8#
$$$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
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
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
$$ ',TTERING
AT C1 14 #.5 1.8
AT C2 2 #.5 1.46
DEDCTION' AT BEA! LEVEL
AT BEA! RB4 NCTION' IN C1 -22 ".2# ".4
AT BEA! RB7 NCTION' IN C1 -2 ".2# ".5
AT BEA! RB1 NCTION' IN C1 -1" ".4 ".75
AT BEA! RB6 NCTION' IN C1 -4 ".2# ".5
AT BEA! RB5 NCTION' IN C1 -7 ".2# ".5
ATBEA! NCTION C2 -6 ".2# ".5
$$$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
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
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
$$$RCC
R'I 4 1".5" #.#" ".14
R'I 1 1".5" #.#9 ".14
R'# 1 5.#9 #.#9 ".14
R'2 6 1.52 #.4" ".14
5 45 BRICK WORKS AT FF
ALONG GRID A&C 11 #.# ".2# 2.8ALONG GRID 12 2 1" ".2# 2.75
ALONG GRID 12&7 1 1".5 ".2# 2.45
ALL BETEEN GRID A& C 2 #.# ".2# 2.6
'TE%' 11 1.7# ".25 ".145
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
IN MWIDTHIN M
HEIGHT/ DEPTH
IN M
DEDCTION'
INDO - -11 1.18 ".2# 1.48
VENTILATOR'-V -7 ".8 ".2# ".58
DOOR D1 -2 ".9 ".2# 2.1
DOOR D -2 ".9 ".2# 2.1OLL -1 1.2 ".2# 1.2
6 6.25WALL AT FF
ALL AT GEN TOILET 2 1.5 #."5
2 1."5 #."5
ALL AT LADIE' TOILET 1 1.5 #."5
2 1.15 #."5
DEDCTION' -DOOR D2 -4 ".9 2.1
7 47 BRICK WORKS AT VARANDAH 1 25 ".2# ".9
8 STAIR CASE STRUCTURE
$ SHUTTERING
'TAIR RO! @ 5.85! TO 9."4
!ID LANDING BEA! AT @7.445! 1 #.745 ".8#
!ID LANDING 'LAB AT @9."4! 1 #.745 1.#85
'!ALL LANDING AT @5.85!LVL 1 1.6 ".75
AI'T 'LAB # & 4 2 #.182 2."#
$$ 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>
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
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
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
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
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
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
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
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
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
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
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
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
DEDCTION OR DOOR'-D1 -1 ".8 2.1
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
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
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
VENTILATOR' -2 ".8 ".6
'+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
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17/170
SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
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
INDO IN T,E %LACE O OLL 1 1.2 1.2
17 NA!E BOARD AT ROO 1
18 BOREELL 1
19 ACCE'' LADDER !'- 4! AT ROO 1
ENTRANCE GATE 6 $3@ 2! IC+EDGATE
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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
('$
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7/24/2019 Variation Study for Airland Site.
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
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7/24/2019 Variation Study for Airland Site.
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
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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
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7/24/2019 Variation Study for Airland Site.
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#
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7/24/2019 Variation Study for Airland Site.
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
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7/24/2019 Variation Study for Airland Site.
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.""
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7/24/2019 Variation Study for Airland Site.
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
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7/24/2019 Variation Study for Airland Site.
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
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7/24/2019 Variation Study for Airland Site.
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
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7/24/2019 Variation Study for Airland Site.
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"
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7/24/2019 Variation Study for Airland Site.
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"
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7/24/2019 Variation Study for Airland Site.
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
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7/24/2019 Variation Study for Airland Site.
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
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7/24/2019 Variation Study for Airland Site.
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
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7/24/2019 Variation Study for Airland Site.
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".""
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7/24/2019 Variation Study for Airland Site.
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
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7/24/2019 Variation Study for Airland Site.
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.
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7/24/2019 Variation Study for Airland Site.
36/170#6 / 17" ORLD CRE'T TOER %O RE 'C"227 DATED "#."5.14
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&&?
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7/24/2019 Variation Study for Airland Site.
37/170#7 / 17" ORLD CRE'T TOER %O RE 'C"227 DATED "#."5.14
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
/
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38/170#8 / 17" ORLD CRE'T TOER %O RE 'C"227 DATED "#."5.14
/
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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$$D'E) a3 !.Abaa=
LENGTHIN M
WIDTHIN M
HEIGHT/ DEPTH
IN M
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
IN MWIDTHIN M
HEIGHT/ DEPTH
IN M
DEDCTION' AT %LINT, LEVEL
AT BEA! %B# NCTION' OR C1 -2" ".2# ".#
AT BEA! %B2 NCTION' OR C1 & C2 -8 ".2# ".45
AT BEA! %B1 NCTION' OR C1 -6 ".2# ".45
AT BEA! %B6 NCTION' OR C1 -2 ".# ".75ATBEA! %B4 NCTION OR C2 -4 ".2# ".45
$$ 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
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
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
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
IN MWIDTHIN M
HEIGHT/ DEPTH
IN M
$ PCC 2 18.185 2 "."75
2 6.5 2 "."75
$$ SHUTTERING
',TTERING OR RAT 2 12.485 ".24 6.7 ".2
',TTERING OR ALL 2 17.785 1.65
2 1".1 1.5
4 6.6425 1.5
4 6.2425 1.5
4 7.1 1.5
4 6.7 1.5
',TTERING OR COVER 'LAB # 7.1 1.5
4 1.5 1.5
DEDUCTIONSN O IN CO!ING CABLE DCT
ALL -2 1.5 1.5
D3>;
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
IN MWIDTHIN M
HEIGHT/ DEPTH
IN M
IREBAR
TOTAL(A
BSUPER STRUCTURE UP TO FF
1 COLUMN UP TO FF
$ REBAR
$$ ',TTERING
AT C1 14 4.42 1.8
AT C2 2 4.42 1.46
DEDCTION' AT BEA! LEVEL
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$;
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
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
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
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
$$ ',TTERING
AT C1 14 #.5 1.8
AT C2 2 #.5 1.46
DEDCTION' AT BEA! LEVEL
AT BEA! RB4 NCTION' IN C1 -22 ".2# ".4
AT BEA! RB7 NCTION' IN C1 -2 ".2# ".5
AT BEA! RB1 NCTION' IN C1 -1" ".4 ".75
AT BEA! RB6 NCTION' IN C1 -4 ".2# ".5
AT BEA! RB5 NCTION' IN C1 -7 ".2# ".5
ATBEA! NCTION C2 -6 ".2# ".5
$$$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 #.# ".#
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
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
$$$RCC
R'I 4 1".5" #.#" ".14R'I 1 1".5" #.#9 ".14
R'# 1 5.#9 #.#9 ".14
R'2 6 1.52 #.4" ".14
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
IN MWIDTHIN M
HEIGHT/ DEPTH
IN M
5 45 BRICK WORKS AT FF
ALONG GRID A&C 11 #.# ".2# 2.8
ALONG GRID 12 2 1" ".2# 2.75
ALONG GRID 12&7 1 1".5 ".2# 2.45
ALL BETEEN GRID A& C 2 #.# ".2# 2.6'TE%' 11 1.7# ".25 ".145
DEDCTION'
INDO - -11 1.18 ".2# 1.48
VENTILATOR'-V -7 ".8 ".2# ".58
DOOR D1 -2 ".9 ".2# 2.1
DOOR D -2 ".9 ".2# 2.1
OLL -1 1.2 ".2# 1.2
6 6.25WALL AT FF
ALL AT GEN TOILET 2 1.5 #."52 1."5 #."5
ALL AT LADIE' TOILET 1 1.5 #."5
2 1.15 #."5
DEDCTION' -DOOR D2 -4 ".9 2.1
7 47 BRICK WORKS AT VARANDAH 1 25 ".2# ".9
8 STAIR CASE STRUCTURE
$ SHUTTERING
'TAIR RO! @ 5.85! TO 9."4!ID LANDING BEA! AT @7.445! 1 #.745 ".8#
!ID LANDING 'LAB AT @9."4! 1 #.745 1.#85
'!ALL LANDING AT @5.85!LVL 1 1.6 ".75
AI'T 'LAB # & 4 2 #.182 2."#
$$ REBAR FOR STAIR 1
$$$ RCC FOR STAIR
'TAIR RO! @ 5.85! TO 9."4
!ID LANDING BEA! AT @7.445! 1 #.745 ".2# ".45!ID LANDING 'LAB AT @9."4! 1 #.745 1.#85 ".2
'!ALL LANDING AT @5.85!LVL 1 1.6 ".75 ".2
AI'T 'LAB #&4 2 #.182 1.6 ".2
9 ROOF WORKS
a. ROOF LVL RCC * %&ad !""#
$ SHUTTEREING
,B1 O>
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
IN MWIDTHIN M
HEIGHT/ DEPTH
IN M
C1 2 1.8"" 2.2""
C2 2 1.46" 2.2""
$$ REBAR
$$$ RCCCOL!N C1 AT %ARA%ET 8 ".9" ".4" ".5"
COL!N C1 2 2.4" ".4" ".5"
COL!N C2 2 2.4" ".2# ".5"
BEA! ,B1 2 #.#" ".2# ".5"
BEA! ,B2 2 5.87 ".2# ".5"
BEA! ,# 1 #.# ".2# ".#
'LAB ,'1 1 6.425 #.47 ".14
b BRICK WORK 45
AT %ARA%ET 6 #.# ".2# ".91 1".5 ".2# ".9
1 5.25 ".2# ".9
AT ,EAD ROO! 1 16.17 ".2# 1.9
,EAD ROO! %ARA%ET 1 2".9 ".2# ".#
DEDCTION'
DOOR D1 -1 ".9 ".2# 1.9
INDO -1 1.18 ".2# 1.48
OLL -1 1.2 ".2# 1.2
; BRICK WORKS+45 AT PASSAGE AREA 1 25 ".2# ".9
TOTAL ( C
DEXTERNAL FINISHING AND YARD WORKS
1 EXTERNAL WORKS * YARD
1 TRANSFORMER PLINTH
a EXCAVATION
TRAN'OR!ER ONDATION 1 #.9 12.9 1.5
CABLE TRENC, 2 1.2 12.9 1.52 # 1.2 1.5
b RIVER 'AND 1 12.5 6.2 ".1
; %CC 1 12.5 6.2 "."75
3 SHUTTERING
1 25.22 ".25
'TRA% BEA! 2 19.76 ".#5
COL!N 8 1.2 2.1"
2 1.#6 2.1"BEA! B1 8 2.475 ".#25
BEA! B2 4 2.475 ".#25
'LAB 1 #.#5 #.#5
IRE ALL 2 4.2# 4.5"
TRAN'OR!ER ONDATION & IRE ALL-BA'E
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
IN MWIDTHIN M
HEIGHT/ DEPTH
IN M
CABLE DCT RAT ALONG %LINT, 2 18 ".2"
CABLE DCT RAT ARROND %LINT,-ALL 2 72 1.#"
COVER 'LAB 2 18 1.2
DEDUCTIONSN O CABLE DCT RO! CNT. ROO! -2 #.25 1.#"
REBAR FOR TRS. FORMER FND 2
RCC
TRAN'OR!ER ONDATION 1 9.#8 #.275 ".25
'TRA% BEA! 2 9.#8 ".5 ".#5
COL!N C1 8 ".# ".# 2.1"
BELO GROND C2 2 ".45 ".# 1.""
ABOVE GROND C2 2 ".45 ".2# 1.1"
BEA! AT LOOR LEVEL B1 4 2.175 ".# ".##BEA! AT LOOR LEVEL B2 8 2.175 ".# ".##
'LAB AT %LINT 2 # # ".18
IRE ALL 1 4.5 ".2# 4.95
CABLE DUCT AROUND PLINTH
RAT 2 12."7 1.5 ".2"
4 # 1.5 ".2"
ALL 1 46.94 ".15 1.55
8 2.175 ".15 1.55
COVER 'LAB 2 12."7 1.2 ".15
4 # 1.2 ".15DEDUCTIONS
N O CABLE DCT RO! CNT. ROO! -2 #.25 1.# ".15
2
$ EARTH WORK EXCAVATION 1 1.18 4.2 1.5"
$$ RIVER SAND 1 1.18 #.8 "."8
$$$ PCC 1 1.18 #.8 ".1"
$ SHUTTEREING
RAT 2 9.#6 ".2"
ALL 2 18.72 1.5"
COVER 'ALB 2 4.68 1.5
REBAR
$ RCC
RAT 1 1.18 #.65 ".2"
ALL OR 4! 2 1.18 ".2 1.2"
1 1.18 ".25 1.2"
BEA! 2 #.65 ".# ".#"BEA! 1 #.65 ".#5 ".2"
COVER 'LAB 1 1.18 #.6 ".2"
# INCOMING CABLE TRENCH
CABLE DUCT FROM PLINTH TOBUILDING
CABLE DCT RO! TRAN'OR!ER TOBILDING
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
IN MWIDTHIN M
HEIGHT/ DEPTH
IN M
$ EXCAVATION 2 1".5 2.5 1.5"
$$ 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
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
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
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
IN MWIDTHIN M
HEIGHT/ DEPTH
IN M
%A''AGE 1 8.#2 #.#
DEDCTION' D1 & D2 -5 ".8 2.1
VENTILATOR' -2 ".8 ".6
'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
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
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
DEDCTION OR DOOR'-D2 -4 ".8 2.1
VENTILATOR' -# ".8 ".6
DEDCTION OR DOOR'-D1 -1 ".8 2.1
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
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
VENTILATOR' -2 ".8 ".6
'+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
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
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
INDO IN T,E %LACE O OLL 1 1.2 1.2
GRILL IT, %AINTING 1 2# 1.18 1.48
INDO IN T,E %LACE O OLL 1 1.2 1.2
17 NA!E BOARD AT ROO 1
18 BOREELL 1
19 ACCE'' LADDER !'- 4! AT ROO 1
ENTRANCE GATE 6 $3@ 2! IC+EDGATE
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SI NO DESCRIPTION OF ACTIVITIES NOSLENGTH
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
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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
('$
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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
-
7/24/2019 Variation Study for Airland Site.
59/170
9TY SUB TOTAL PCC IN CUMEXCAVATIONIN CUM (,a
EXCAVATIONIN CUM (,:
RIVER SANDFILLING IN
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
-
7/24/2019 Variation Study for Airland Site.
60/170
9TY SUB TOTAL PCC IN CUMEXCAVATIONIN CUM (,a
EXCAVATIONIN CUM (,:
RIVER SANDFILLING IN
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
-
7/24/2019 Variation Study for Airland Site.
61/170
9TY SUB TOTAL PCC IN CUMEXCAVATIONIN CUM (,a
EXCAVATIONIN CUM (,:
RIVER SANDFILLING IN
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
-
7/24/2019 Variation Study for Airland Site.
62/170
9TY SUB TOTAL PCC IN CUMEXCAVATIONIN CUM (,a
EXCAVATIONIN CUM (,:
RIVER SANDFILLING IN
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
-
7/24/2019 Variation Study for Airland Site.
63/170
9TY SUB TOTAL PCC IN CUMEXCAVATIONIN CUM (,a
EXCAVATIONIN CUM (,:
RIVER SANDFILLING IN
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
-
7/24/2019 Variation Study for Airland Site.
64/170
9TY SUB TOTAL PCC IN CUMEXCAVATIONIN CUM (,a
EXCAVATIONIN CUM (,:
RIVER SANDFILLING IN
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
-
7/24/2019 Variation Study for Airland Site.
65/170
9TY SUB TOTAL PCC IN CUMEXCAVATIONIN CUM (,a
EXCAVATIONIN CUM (,:
RIVER SANDFILLING IN
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
-
7/24/2019 Variation Study for Airland Site.
66/170
9TY SUB TOTAL PCC IN CUMEXCAVATIONIN CUM (,a
EXCAVATIONIN CUM (,:
RIVER SANDFILLING IN
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#
-
7/24/2019 Variation Study for Airland Site.
67/170
9TY SUB TOTAL PCC IN CUMEXCAVATIONIN CUM (,a
EXCAVATIONIN CUM (,:
RIVER SANDFILLING IN
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
-
7/24/2019 Variation Study for Airland Site.
68/170
9TY SUB TOTAL PCC IN CUMEXCAVATIONIN CUM (,a
EXCAVATIONIN CUM (,:
RIVER SANDFILLING IN
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
-
7/24/2019 Variation Study for Airland Site.
69/170
9TY SUB TOTAL PCC IN CUMEXCAVATIONIN CUM (,a
EXCAVATIONIN CUM (,:
RIVER SANDFILLING IN
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
4".92-8.4"
-2.4"
#6.#"
-#.2"
-
7/24/2019 Variation Study for Airland Site.
70/170
9TY SUB TOTAL PCC IN CUMEXCAVATIONIN CUM (,a
EXCAVATIONIN CUM (,:
RIVER SANDFILLING IN
CUM
SHUTTERING IN S9M
REBAR INMT
27.46
-8.4"
-".96
56.99
-1".2#-1.44
#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
-
7/24/2019 Variation Study for Airland Site.
71/170
9TY SUB TOTAL PCC IN CUMEXCAVATIONIN CUM (,a
EXCAVATIONIN CUM (,:
RIVER SANDFILLING IN
CUM
SHUTTERING IN S9M
REBAR INMT
#88.59
-1#2.#6
#26.18
#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".94
1".21
7.58
#6.19
12.64
2.54
4.2#
#.79 268.12
24.78
9.9918.42
-6.72
-1.44
-1.68
-
7/24/2019 Variation Study for Airland Site.
72/170
9TY SUB TOTAL PCC IN CUMEXCAVATIONIN CUM (,a
EXCAVATIONIN CUM (,:
RIVER SANDFILLING IN
CUM
SHUTTERING IN S9M
REBAR INMT
1.7#
-".15
76.#8
44.1"
-2".96
-#.78
-2.52
-5.78 1#2.#6
21.42
26."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
5.4845.""
14.11
52.5"
27.9"
5#.97
28.56
#2.64
4#.51
1#.#24.89
5.7"
-17.6#
-
7/24/2019 Variation Study for Airland Site.
73/170
9TY SUB TOTAL PCC IN CUMEXCAVATIONIN CUM (,a
EXCAVATIONIN CUM (,:
RIVER SANDFILLING IN
CUM
SHUTTERING IN S9M
REBAR INMT
-1.94
-8.86
-2.#9
-12.77
-".82-1.64
87.88 125".""
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
-
7/24/2019 Variation Study for Airland Site.
74/170
9TY SUB TOTAL PCC IN CUMEXCAVATIONIN CUM (,a
EXCAVATIONIN CUM (,:
RIVER SANDFILLING IN
CUM
SHUTTERING IN S9M
REBAR INMT
"."" "."" "."" "."" "."" ".""
7"".81 4#.#7 42.89 41.79 249#.55 57.72
27".49
-
7/24/2019 Variation Study for Airland Site.
75/170
55."9
RCC IN GFCUM
RCCOTHERS
CUM
45BRICKWORKS IN
CUM
6.25BW INS9M
INT ER.PLASTER IN
S9M
CEILINGPLASTER IN
S9M
EXTLPLASTER
BACKFILLING IN
CUM
-
7/24/2019 Variation Study for Airland Site.
76/170
RCC IN GFCUM
RCCOTHERS
CUM
45BRICKWORKS IN
CUM
6.25BW INS9M
INT ER.PLASTER IN
S9M
CEILINGPLASTER IN
S9M
EXTLPLASTER
BACKFILLING IN
CUM
11."6
15.#6
4#6.566"#
-
7/24/2019 Variation Study for Airland Site.
77/170
RCC IN GFCUM
RCCOTHERS
CUM
45BRICKWORKS IN
CUM
6.25BW INS9M
INT ER.PLASTER IN
S9M
CEILINGPLASTER IN
S9M
EXTLPLASTER
BACKFILLING IN
CUM
9.19
4.""
28.78
-
7/24/2019 Variation Study for Airland Site.
78/170
RCC IN GFCUM
RCCOTHERS
CUM
45BRICKWORKS IN
CUM
6.25BW INS9M
INT ER.PLASTER IN
S9M
CEILINGPLASTER IN
S9M
EXTLPLASTER
BACKFILLING IN
CUM
7".#"
245.25
-
7/24/2019 Variation Study for Airland Site.
79/170
RCC IN GFCUM
RCCOTHERS
CUM
45BRICKWORKS IN
CUM
6.25BW INS9M
INT ER.PLASTER IN
S9M
CEILINGPLASTER IN
S9M
EXTLPLASTER
BACKFILLING IN
CUM
,2. . 03.;3 . . . . 3,.3,
1#.#9
9.""
-
7/24/2019 Variation Study for Airland Site.
80/170
RCC IN GFCUM
RCCOTHERS
CUM
45BRICKWORKS IN
CUM
6.25BW INS9M
INT ER.PLASTER IN
S9M
CEILINGPLASTER IN
S9M
EXTLPLASTER
BACKFILLING IN
CUM
26.#2
#2.18
-
7/24/2019 Variation Study for Airland Site.
81/170
RCC IN GFCUM
RCCOTHERS
CUM
45BRICKWORKS IN
CUM
6.25BW INS9M
INT ER.PLASTER IN
S9M
CEILINGPLASTER IN
S9M
EXTLPLASTER
BACKFILLING IN
CUM
#.88
51.28
28.42
36.;; 2,.03 03.60 . . . .
1".61
-
7/24/2019 Variation Study for Airland Site.
82/170
RCC IN GFCUM
RCCOTHERS
CUM
45BRICKWORKS IN
CUM
6.25BW INS9M
INT ER.PLASTER IN
S9M
CEILINGPLASTER IN
S9M
EXTLPLASTER
BACKFILLING IN
CUM
9.27
24.75
#1.27
-
7/24/2019 Variation Study for Airland Site.
83/170
RCC IN GFCUM
RCCOTHERS
CUM
45BRICKWORKS IN
CUM
6.25BW INS9M
INT ER.PLASTER IN
S9M
CEILINGPLASTER IN
S9M
EXTLPLASTER
BACKFILLING IN
CUM
#9.#5
19.59
5.18
#.7"
-
7/24/2019 Variation Study for Airland Site.
84/170
RCC IN GFCUM
RCCOTHERS
CUM
45BRICKWORKS IN
CUM
6.25BW INS9M
INT ER.PLASTER IN
S9M
CEILINGPLASTER IN
S9M
EXTLPLASTER
BACKFILLING IN
CUM
8.41
14.74
5.18
88."1 64.44 19.59 "."" "."" "."" ".""
-
7/24/2019 Variation Study for Airland Site.
85/170
RCC IN GFCUM
RCCOTHERS
CUM
45BRICKWORKS IN
CUM
6.25BW INS9M
INT ER.PLASTER IN
S9M
CEILINGPLASTER IN
S9M
EXTLPLASTER
BACKFILLING IN
CUM
54.8#
#.54
-
7/24/2019 Variation Study for Airland Site.
86/170
RCC IN GFCUM
RCCOTHERS
CUM
45BRICKWORKS IN
CUM
6.25BW INS9M
INT ER.PLASTER IN
S9M
CEILINGPLASTER IN
S9M
EXTLPLASTER
BACKFILLING IN
CUM
24."5
64.#1
-
7/24/2019 Variation Study for Airland Site.
87/170
RCC IN GFCUM
RCCOTHERS
CUM
45BRICKWORKS IN
CUM
6.25BW INS9M
INT ER.PLASTER IN
S9M
CEILINGPLASTER IN
S9M
EXTLPLASTER
BACKFILLING IN
CUM
225.17
30.60 . . . . . . 034.64
#88.59
-
7/24/2019 Variation Study for Airland Site.
88/170
RCC IN GFCUM
RCCOTHERS
CUM
45BRICKWORKS IN
CUM
6.25BW INS9M
INT ER.PLASTER IN
S9M
CEILINGPLASTER IN
S9M
EXTLPLASTER
BACKFILLING IN
CUM
#54."1
#48.99
421.#7
-
7/24/2019 Variation Study for Airland Site.
89/170
RCC IN GFCUM
RCCOTHERS
CUM
45BRICKWORKS IN
CUM
6.25BW INS9M
INT ER.PLASTER IN
S9M
CEILINGPLASTER IN
S9M
EXTLPLASTER
BACKFILLING IN
CUM
-
7/24/2019 Variation Study for Airland Site.
90/170
RCC IN GFCUM
RCCOTHERS
CUM
45BRICKWORKS IN
CUM
6.25BW INS9M
INT ER.PLASTER IN
S9M
CEILINGPLASTER IN
S9M
EXTLPLASTER
BACKFILLING IN
CUM
-
7/24/2019 Variation Study for Airland Site.
91/170
-
7/24/2019 Variation Study for Airland Site.
92/170
RCC IN GFCUM
RCCOTHERS
CUM
45BRICKWORKS IN
CUM
6.25BW INS9M
INT ER.PLASTER IN
S9M
CEILINGPLASTER IN
S9M
EXTLPLASTER
BACKFILLING IN
CUM
"."" "."" "."" 742.59 77".#5 125"."" ".""
247.42 172.78 144.5" 48."1 742.59 77".#5 125"."" 971.#"
-
7/24/2019 Variation Study for Airland Site.
93/170
FLOORTILING IN
S9M
WALLTILING IN
S9M
PAINTINTERNAL IN
S9M
EXTERPAINTING
-
7/24/2019 Variation Study for Airland Site.
94/170
FLOORTILING IN
S9M
WALLTILING IN
S9M
PAINTINTERNAL IN
S9M
EXTERPAINTING
-
7/24/2019 Variation Study for Airland Site.
95/170
FLOORTILING IN
S9M
WALLTILING IN
S9M
PAINTINTERNAL IN
S9M
EXTERPAINTING
-
7/24/2019 Variation Study for Airland Site.
96/170
FLOORTILING IN
S9M
WALLTILING IN
S9M
PAINTINTERNAL IN
S9M
EXTERPAINTING
-
7/24/2019 Variation Study for Airland Site.
97/170
FLOORTILING IN
S9M
WALLTILING IN
S9M
PAINTINTERNAL IN
S9M
EXTERPAINTING
. . . .
-
7/24/2019 Variation Study for Airland Site.
98/170
-
7/24/2019 Variation Study for Airland Site.
99/170
FLOORTILING IN
S9M
WALLTILING IN
S9M
PAINTINTERNAL IN
S9M
EXTERPAINTING
. . . .
-
7/24/2019 Variation Study for Airland Site.
100/170
FLOORTILING IN
S9M
WALLTILING IN
S9M
PAINTINTERNAL IN
S9M
EXTERPAINTING
-
7/24/2019 Variation Study for Airland Site.
101/170
FLOORTILING IN
S9M
WALLTILING IN
S9M
PAINTINTERNAL IN
S9M
EXTERPAINTING
-
7/24/2019 Variation Study for Airland Site.
102/170
FLOORTILING IN
S9M
WALLTILING IN
S9M
PAINTINTERNAL IN
S9M
EXTERPAINTING
"."" "."" "."" ".""
-
7/24/2019 Variation Study for Airland Site.
103/170
FLOORTILING IN
S9M
WALLTILING IN
S9M
PAINTINTERNAL IN
S9M
EXTERPAINTING
-
7/24/2019 Variation Study for Airland Site.
104/170
FLOORTILING IN
S9M
WALLTILING IN
S9M
PAINTINTERNAL IN
S9M
EXTERPAINTING
-
7/24/2019 Variation Study for Airland Site.
105/170
FLOORTILING IN
S9M
WALLTILING IN
S9M
PAINTINTERNAL IN
S9M
EXTERPAINTING
. . . .
-
7/24/2019 Variation Study for Airland Site.
106/170
FLOORTILING IN
S9M
WALLTILING IN
S9M
PAINTINTERNAL IN
S9M
EXTERPAINTING
-
7/24/2019 Variation Study for Airland Site.
107/170
FLOORTILING IN
S9M
WALLTILING IN
S9M
PAINTINTERNAL IN
S9M
EXTERPAINTING
".""
1281.89
2"#.25
22.56
268.12
-
7/24/2019 Variation Study for Airland Site.
108/170
FLOORTILING IN
S9M
WALLTILING IN
S9M
PAINTINTERNAL IN
S9M
EXTERPAINTING
1#2.#6
75.89
-
7/24/2019 Variation Study for Airland Site.
109/170
FLOORTILING IN
S9M
WALLTILING IN
S9M
PAINTINTERNAL IN
S9M
EXTERPAINTING
125".""
-
7/24/2019 Variation Study for Airland Site.
110/170
FLOORTILING IN
S9M
WALLTILING IN
S9M
PAINTINTERNAL IN
S9M
EXTERPAINTING
49#.9# 2"8.25 1281.89 125".""
49#.9# 2"8.25 1281.89 125".""
-
7/24/2019 Variation Study for Airland Site.
111/170
111
HARINI ENTERPRISES
BARBENDING SCHEDULE JOINTLY ARRIVED BY M/S. DSWE and HARINI
M:&! D&'a& C"d&
A.1 I$"=a'&d F""'3a3a C2 / La ab/ $baa$a(E$ C$$D'E) a3 !.Abaa=a('$
-
7/24/2019 Variation Study for Airland Site.
112/170
112
M:&! D&'a& C"d&S.N"
D/< 25 2 2 4 4.
T/ EK/< 25 2 2 4 5.
B/
-
7/24/2019 Variation Study for Airland Site.
113/170
11#
M:&! D&'a& C"d&S.N"
D
-
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114/170
114
M:&! D&'a& C"d&S.N"
D
-
7/24/2019 Variation Study for Airland Site.
115/170
115
M:&! D&'a& C"d&S.N"
D
-
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116/170
116
M:&! D&'a& C"d&S.N"
D
-
7/24/2019 Variation Study for Airland Site.
117/170
117
M:&! D&'a& C"d&S.N"
D
-
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118/170
118
M:&! D&'a& C"d&S.N"
D
-
7/24/2019 Variation Study for Airland Site.
119/170
119
M:&! D&'a& C"d&S.N"
D
-
7/24/2019 Variation Study for Airland Site.
120/170
12"
M:&! D&'a& C"d&S.N"
D
-
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121/170
121
M:&! D&'a& C"d&S.N"
D
-
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122/170
122
M:&! D&'a& C"d&S.N"
Da$=< =ab 1
T/ ba a< @1.5 16 12 1 12 2.
-
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123/170
12#
M:&! D&'a& C"d&S.N"
D
-
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124/170
124
M:&! D&'a& C"d&S.N"
D
-
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125/170
125
M:&! D&'a& C"d&S.N"
D
-
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126/170
126
M:&! D&'a& C"d&S.N"
D
-
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127/170
127
M:&! D&'a& C"d&S.N"
D
-
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128/170
128
M:&! D&'a& C"d&S.N"
D
-
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129/170
129
M:&! D&'a& C"d&S.N"
D
-
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130/170
1#"
M:&! D&'a& C"d&S.N"
D
B/
-
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131/170
1#1
M:&! D&'a& C"d&S.N"
D C2 2" 1" 2 2" 2
T$= />
-
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132/170
1#2
M:&! D&'a& C"d&S.N"
D
-
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133/170
1##
M:&! D&'a& C"d&S.N"
D
-
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134/170
1#4
M:&! D&'a& C"d&S.N"
D ba / =
-
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135/170
1#5
M:&! D&'a& C"d&S.N"
D
-
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136/170
1#6 1/17
RPRISES
, ## ,0 ## , ## 0 ## 02 ##
8#7.2"
8#7.2"
1"5.6"
1"5.6" " " 1674.4128 ,;6
784872.48
659.68
175
1"7.""
2".""
78.9526 945.#4272 #14.96 #699.822 284
E)
-
7/24/2019 Variation Study for Airland Site.
137/170
1#7
, ## ,0 ## , ## 0 ## 02 ##
72.""
49.8"
72.""
52.8"
48.""
12.6"
16.6"
22.6"
48.""
12.6"
#5.2"
48.""
29.7"
2#.7"
72.""
8.85
7.86
96.""
#.#"
2".8"
79.44
-
7/24/2019 Variation Study for Airland Site.
138/170
1#8
, ## ,0 ## , ## 0 ## 02 ##
2".8"
591.7258 945.#4272 " 42#.19#5 664.#92 54"5.8296
1".4"
7.24
18.88
18.88
9.44
7.24
9.44
9.44
565.956 " " 467.6559 5"4.7792 17"6.""76
24.""
26.16
22.9"
24.""
26.4
72.""
15.21
47.4"
72.""
-
7/24/2019 Variation Study for Airland Site.
139/170
1#9
, ## ,0 ## , ## 0 ## 02 ##
#9.72
5.1"
#9.""
57.#"
14.""
24.""
#9.""
48.""
11.2"
#7.86
1".8"
#9.6"
16.8"
22.9"
6.6"
5.6"
18.#2
12.4
15.52
1".48
-
7/24/2019 Variation Study for Airland Site.
140/170
14"
, ## ,0 ## , ## 0 ## 02 ##
#2.6"
41.#
16.8"
16.2"
16.2"
471.69#2 " 94."5696 569.9414 887.5176 #87.96"48
#7.2"
28.8"
111.84
4".8"
4".8"
2#6.64
147.84"6 " 44".519"4 " " "
1187.7"
#62.7"
-
7/24/2019 Variation Study for Airland Site.
141/170
141
, ## ,0 ## , ## 0 ## 02 ##
1".""
#14.16
#62.7"
1".""
646.8"
64#.8"
2"9.""
2#6.64
2"9.""
475.6"
4".5"
#21.9"
71.""
1".""
118.#2
71.""
-
7/24/2019 Variation Study for Airland Site.
142/170
142
, ## ,0 ## , ## 0 ## 02 ##
1".""
24#.6"
525.6"292.5"
292.""
568.""
#92.""
1182.867 47"4.#288 " " " "
#74.712"1 " " " " "
9156.68 2487.6 66".89 688.41 15"1.76
".617 ".888 1.58 2.47 #.858
5.65" 2.2"9 1."44 1.7"" 5.794
,4.0,4
616
459.2"
-
7/24/2019 Variation Study for Airland Site.
143/170
14#
, ## ,0 ## , ## 0 ## 02 ##
#47.2"
45.92
#4.72
175
88.""
2"."" 46.1518 547.#"#68 " " 267.84 #"51.678
14".7
118.5
21#.#"
16.2"
2"1.6"
225.45"2 124.#872 4##.9656 " " "
12".""
#".7"
12".""45.""
-
7/24/2019 Variation Study for Airland Site.
144/170
144
, ## ,0 ## , ## 0 ## 02 ##
88.""
111.""
256.4
162.""
1"9.2"
546.""
189.""
28.""
#4.#"
17.15
72.""
11.""
16.4"
41.7
1#.8
1#.8
#6.4"
#5.6"
11.2"
48.""
7.2"
27.""
-
7/24/2019 Variation Study for Airland Site.
145/170
145
, ## ,0 ## , ## 0 ## 02 ##
24.""
16.24
26.""
1#.2"
28.""
19.72
14.24
19.72
24.""
24.""
7.2"
27.""
24.""
24.""
#1.2"
24.""
24.""
-
7/24/2019 Variation Study for Airland Site.
146/170
146
, ## ,0 ## , ## 0 ## 02 ##
#.26
1#.5"
24.""
24.""
15.6"
48.""
4##.2#6 45#.495 96.9696 #28.5696 1288.112 4#"8.8"7#
#54.#2
442.68
1#".72
1#51.5"
464.4"
-
7/24/2019 Variation Study for Airland Site.
147/170
147
, ## ,0 ## , ## 0 ## 02 ##
1"".""
15.""
142.45
1##.6#
49.68
45.6"
8.""
2#6.64
144".7665 1879.2895 #8".74776 " " "
#2.76
-
7/24/2019 Variation Study for Airland Site.
148/170
148
, ## ,0 ## , ## 0 ## 02 ##
15.5"
21.96
81.72
#5.65
4".56
61.76
27.6"
2#.16
9.14
#.4"
9.14
2.98
#1."8
7.75
29.82
91.2"
9.6"
#6.8"
4#.56
41.#6
1#.95
22.68
41.#6
-
7/24/2019 Variation Study for Airland Site.
149/170
149
, ## ,0 ## , ## 0 ## 02 ##
5".6"
44.""
1#.8"
27.492 212.45161 " 744."2# 61.1568 "
1" 12 16 2" 25
521#.82 1"26.67 68#.18 652."6 19"7.85
".617 ".888 1.58 2.47 #.858
#.217 ".912 1."79 1.611 7.#6"
,.820
528
7"
459.2"
#47.2"
1#7.76
1"4.16
7".""
54."2"2 646.81#44 " " 17#.6 2#"7."84
14".7
118.5
-
7/24/2019 Variation Study for Airland Site.
150/170
15"
, ## ,0 ## , ## 0 ## 02 ##
21#.#"
1".24
11.48
1#8.24
148.8"
74.4"
#"8.""52 22#.""848 4#8.867#6 " " "
12".""
12".""
#".7"
46.""
65.25
84.""
256.4
126.""
1"9.2"
-
7/24/2019 Variation Study for Airland Site.
151/170
151
, ## ,0 ## , ## 0 ## 02 ##
28.""
27.7"
1#.85
48.""
#6.8"
1".6"
27.#"
72.""
25.6"
11."8
5.54
1".4"
24.""
24.""
7.2"
27.""
24.""
24.""
16.8"
26.""
-
7/24/2019 Variation Study for Airland Site.
152/170
152
, ## ,0 ## , ## 0 ## 02 ##
24.""
24.""
#.6"
21.6"
#.6"
5.4"
24.""
24.""
14.""
4."5
8.96
6.6"
17.92
5.6"
24.""
24.""
#.1"
12.65
24.""
24.""
8.4"
-
7/24/2019 Variation Study for Airland Site.
153/170
15#
, ## ,0 ## , ## 0 ## 02 ##
7#7.7257 " 44".519"4 245.2#4 987.8584 2717.15"8
295.2"
#67.5"
1"9.44
4".""
1118.25
#88.8"
6".""
-
7/24/2019 Variation Study for Airland Site.
154/170
154
, ## ,0 ## , ## 0 ## 02 ##
12.""
24.""
7".74
96.52
1".""
-
7/24/2019 Variation Study for Airland Site.
155/170
155
, ## ,0 ## , ## 0 ## 02 ##
16"8."529 1599.5417 " " " "
24.""
18.6"
##.6"
66.6"
9.6"
27.2"
9.6"
#5.#7
#8.4"
#5.#7
28.2"
9.5"
#.46
4.75
2.98
#".72
27.""
71."4
9.6"
25.6"
#2.4"
-
7/24/2019 Variation Study for Airland Site.
156/170
156
, ## ,0 ## , ## 0 ## 02 ##
15.5"
19.65
22.#2
7."" 1".428 71.66455 6.216 728.8254 51.#112 "
54.""
72.16
54.56
54.""
27.78
27.18
1.#8
#1.2"
9.8"
15.2"
#1.2"
7.5"
2.#"
-
7/24/2019 Variation Study for Airland Site.
157/170
157
, ## ,0 ## , ## 0 ## 02 ##
8.66
4.##
8.66
4.##
".69
176.#"
129.""
156.5#
58.52
6."" 218.8142 4"2.94419 91.89"24 114.#288 1##.#8 225.19146
1" 12 16 2" 25
4771.4# 11"".78 692.78 54#."2 1#6".66
".617 ".888 1.58" 2.47" #.858
2.944 ".977 1."95 1.#41 5.249
,6.266
527.28
5#".88
15#.28
1".5"
7.28
-
7/24/2019 Variation Study for Airland Site.
158/170
158
, ## ,0 ## , ## 0 ## 02 ##
5.92
12.4"
2".4"
249.48
14.""
92.8"
92.8"
116.48
116.48
1"8.8"
12".""
115.2"
81.6"
1"8.8"
44.8"
#2.""
117.6"
-
7/24/2019 Variation Study for Airland Site.
159/170
159
, ## ,0 ## , ## 0 ## 02 ##
4#2.4855 616.4"768 889."#""8 645.8666 662.656 "
774.48
192.""
277.2"
568.""
#42.4"
779.24
966."12 18"9.8584 " " " "
65.""
28.""
#5.""
25.28
125.44
-
7/24/2019 Variation Study for Airland Site.
160/170
16"
, ## ,0 ## , ## 0 ## 02 ##
7#.865 171.97"24 " " " "
674.5"
427.""
542.44
-84.""
-29.""
-58.""
427.548 9"8.8"#98 " " " "
1" 12 16 2" 25
5684."2 1""1.16 411.#8 267.2" ".""
".617 ".888 1.58 2.47 #.858
#.5"7 ".889 ".65" ".66" "."""
;. 65
2;.;0,
-
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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 "$' "! '%
-
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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'%