It may please be noted that bid submission due date for tender enquiry no. PE/PG/UPP/E-5771/2017
Dt: 06.11.2017 floated for “VIS FOR MILL FOUNDATION” package for subject project has been
extended till 27.11.2017 (02.00 PM). Techno-commercial bid shall be opened on 27.11.2017 (03.00
PM). It may also be noted that drawings & revised Price format uploaded for this tender enquiry.
NO FURTHER EXTENSION FOR BID SUBMISSION SHALL BE GRANTED FOR THIS TENDER.
With Regards,
For & on behalf of BHEL
(Gaurav Gupta)
Dy. Mgr/PG-II/ BHEL-PEM
DUE DATE
27-NOV-2017
02:00 PM IST
FOUNDATION NOTES:-
VERTICAL
LOADING PLANE
TOP VIEW
VERTICAL
LOADING PLANE
51029 KGF
51029 KGF
51,700 KGF
GEARBOX,BOWL AND BOWL HUB
ASSY WITH FULL BOWL COAL
(GEARBOX BASED ON 17500 KG)
102058 KGF
MILL BODY WEIGHT
STATIC LOADING DIAGRAM
±79450 KGF
±79450KGF
THERMAL LOADING DIAGRAM
(GRADUALLY APPLIED LOAD DUE TO THERMAL EXPANSION)
M90 ANCHOR BOLTS
PRELOAD 68100 KGF
6 PLACES
LUBE OIL UNIT
APPROX WEIGHT
2.72 T
M90 ANCHOR BOLTS
PRELOAD 68100 KGF
8 PLACES
MILL MOTOR BY BHEL BHOPAL
STATIC LOADING DIAGRAM
GEAR BOX LOADING DIAGRAM
MILL BODY LOADING DIAGRAM
TOP VIEW
TH
TH
NOTES:
1. ALL DYNAMIC LOADS ARE IN ADDITION TO THE STATIC LOADS.
2. THE MOMENT (M) AND RADIAL FORCE (R) COULD OCCUR IN ANY VERTICAL PLANE -
I.E THE ANGLE 'Q' RANGES FROM O° TO 360° PER THE DIAGRAM.
LEGEND:
- LOAD CENTER
KGM - KILOGRAM-METRE
KGF - KILOGRAM-FORCE
MAXIMUM DYNAMIC FOUNDATION LOADING
(ACTUAL)
MOMENT (M)
126738 KGM
THRUST (TH) 190680 KGF
RADIAL (R) 38590 KGF
TORQUE (T) 97380 KGM
ANGLE (Q) 0° THRU 360° RANDOM
DIRECTION SEE NOTE #2
TORQUE (Tm) PEAK TORQUE
R
R
T
M
R
T
R
M
SECTION-X-X
M42
TOP OF GROUT EL 0.580 M
GROUT
CONBEXTRA GP2
TOC EL 0.496 M
HAND RAIL
(DETAIL FOR CABLE ENTRY)
VIEW-P
KEY PLAN VIEW
A
SECTION-Y-Y
PYRITE HOPPER BY PEM, BHEL
2
THE DIRECTION AND MAGNITUDE OF THE MOMENT AND RADIAL LOADS COULD
THE LOADS WILL VARY DURING OPERATION FROM ZERO TO THE MAXIMUM LISTED.
3. THE LOADS TABULATED IN THIS DRAWING ARE MAXIMUM EXPECETED LOADS.
TABULATED CONSIST OF A COMBINATION OF CONTINUOUS AND IMPACT
DESIGN THE FOUNDATION TO HANDLE THESE LOADS. THE DYNAMIC LOADS
OCCUR IN ANY DIRECTION (SEE NOTE 2). THE FOUNDATION DESIGNER IS TO
LOADS, BUT NO IMPACT FACTOR HAS BEEN APPLIED TO THESE LOADS.
NORMAL GRINDING MOMENT AND THE IMPACT MOMENT DUE TO GRINDING
VALUE TABULATED. THE MOMENT VALUE TABULATED INCLUDES BOTH THE
4. THE CONTINUOUS DYNAMIC MOMENT IS ON THE ORDER OF 50% OF THE
TRAMP MATERIAL (NON-COAL MATERIAL, ROCK, IRON , ETC)
EL 0.0M CORESSPONDS TO RL (+)9.5 M
SECTION-E-E
AND MAKE WATER TIGHT
BITUMASTIC SEALING COMPOUND
WRAP ANCHOR BOLTS WITH
EL 2.086 M(TOP OF SOLE PLATE)
4625 FROM MILL CENTRE LINE
5125 FROM MILL CENTRE LINE
TOC EL 1.996 M
2.796 M
C OF DRIVE (REF)
L
TOB EL 2.161 M
PLAN OF MOTOR FOUNDATION SHOWING
GROUT AND ELEVATION DETAILS
M42 TYP
℄
DIMENSIONAL PLAN VIEW
P
S
P
A
C
E
F
O
R
M
IL
L
R
E
J
E
C
T
H
A
N
D
L
IN
G
S
Y
S
T
E
M
F
O
R
D
E
T
A
IL
S
R
E
F
E
R
M
R
S
D
R
A
W
IN
G
O
F
P
E
M
FOR MILLS E - J (TYP)
TOC EL +0.100 M
TOC EL +1.549 M
T.O.C +0.496 M
T.O.G +0.580 M
TOC EL +1.549 M
NO
RT
H
THE FOLLOWING CONDITIONS APPLY
EXCEPT OTHERWISE STATED.
2. CHAMFER M/CD. SHARP EDGES 1.2 TO 1.0
3. INTERNAL M/CD. CORNER RADII 1 T0 0.7
ROUGHNESS SHOWN OUT SIDE THE BACK
SHOWN SHALL BE TAKEN FROM THE SURFACE
SLASH GIVEN OR THE TOP MOST RIGHT
4. THE SURFACE ROUGHNESS WHERE-EVER NOT
CORNER OF THE DRG.
1. REF. TO HY0230261 FOR
AT 45°.
UNSPECIFIED TOLERANCES.
STATUS :
BGK
CODE
DEPT
DEPT.
SCALE
SIGN
TITLE :
DRAWING NO.
SHEET OF 1 REV.
APPD
4460
NAME SIGNDATE
CHD
DESN
DRN
Maharatna Company
UDAY REDDY
S GHATGE
21.02.17
PULVERISER ENGINEERING
R RANJANR RANJAN
BH
AR
AT
H
EA
VY
E
LE
CT
RIC
ALS
LIM
IT
ED
.
IT
M
US
T N
OT
B
E U
SE
D D
IR
EC
TL
Y O
R IN
DIR
EC
TL
Y IN
A
NY
W
AY
D
ET
RIM
EN
TA
L T
O T
HE
IN
TE
RE
ST
O
F T
HE
C
OM
PA
NY
CO
MP
. F
ILE
N
AM
E: 00087058
IN
VE
NT
OR
Y N
OR
EF
. D
RG
. N
O.
TH
E IN
FO
RM
AT
IO
N O
N T
HIS
D
OC
UM
EN
T IS
T
HE
P
RO
PE
RT
Y O
F
DRG. NO.
FIRST ANGLE PROJECTION
(ALL DIMENSIONS ARE IN mm)
REFERENCE DRAWINGS:
1.GENERAL ARRANGEMENT DRAWING OF
HP-1103 MILL No: 0-00-620-87070.
CONTRACT
DATE
ALTERED CHECKED APPROVED
REV.DATE
ALTERED CHECKED APPROVED
REV.
21.02.17
21.02.17
21.02.17
AutoCAD SHX Text
127 PIPE SLEEVE
AutoCAD SHX Text
SEAL TO PREVENT RUPTURE OF SLEEVE SEE FOUNTION NOTE #9
AutoCAD SHX Text
M90 ANCHOR BOLT SEE FOUNDATION NOTES #11
AutoCAD SHX Text
51 MILLSIDE MOUNTING PLATE
AutoCAD SHX Text
64 MILLSIDE FOOT
AutoCAD SHX Text
ENSURE GROUT IS INSTALLED AROUND SHEAR BAR TO PROPERLY SECURE MILLSIDE MOUNTING PLATES
AutoCAD SHX Text
TACK WELD ANCHOR BOLT TO NUT AND NUT TO PLATE TYP.
AutoCAD SHX Text
WRAP EXPOSED SURFACE OF ANCHOR WITH TAPE TO PREVENT GROUT BONDING TO ANCHOR
AutoCAD SHX Text
M90 ANCHOR BOLT SEE FOUNDATION NOTES #11
AutoCAD SHX Text
ENSURE GROUT IS INSTALLED AROUND SHEAR CUPS TO PROPERLY SECURE GEARBOX SOLE PLATE
AutoCAD SHX Text
127 PIPE SLEEVE
AutoCAD SHX Text
TOB EL 0.949 M
AutoCAD SHX Text
M90 HEAVY HEX.NUT WITH PLAIN WASHER
AutoCAD SHX Text
M90 HEAVY HEX NUT WITH PLAIN WASHER
AutoCAD SHX Text
76 (GEARBOX SOLE PLATE)
AutoCAD SHX Text
51 (GROUT)
AutoCAD SHX Text
76 GEARBOX SOLE PLATE
AutoCAD SHX Text
51 GROUT
AutoCAD SHX Text
TACK WELD ANCHOR BOLT TO NUT AND NUT TO PLATE TYP.
AutoCAD SHX Text
M90 ANCHOR BOLT SEE FOUNDATIONS NOTES #11
AutoCAD SHX Text
M90 HEAVY HEX NUT WITH 2 PLAIN WASHERS
AutoCAD SHX Text
SEAL TO PREVENT RUPTURE OF SLEEVE SEE FOUNDATION NOTE #9
AutoCAD SHX Text
64 MILLSIDE FOOT
AutoCAD SHX Text
51 MILLSIDE MOUNTING PLATE
AutoCAD SHX Text
45 GROUT
AutoCAD SHX Text
WRAP EXPOSED SURFACE OF ANCHOR WITH TAPE TO PREVENT GROUT BONDING TO ANCHOR
AutoCAD SHX Text
127 PIPE SLEEVE
AutoCAD SHX Text
TACK WELD ANCHOR BOLT TO NUT AND NUT TO PLATE TYP.
AutoCAD SHX Text
25 DRAIN PIPE MAY BE CUTFLUSH WITH FOUNDATION AFTER FORMS ARE REMOVED
AutoCAD SHX Text
THIS DRAWING REPRESENTS A SUGGESTED FOUNDATION ARRANGEMENT ONLY. THE FOUNDATION SHOULD BE DESIGNED IN ACCORDANCE WITH APPLICABLE CODES AND SPECIFICATIONS.
AutoCAD SHX Text
ANCHOR BOLTS,NUTS, WASHERS AND SHIMS ARE SUPPPLIED BY BHEL FOR PULVERISER & GEARBOX.
AutoCAD SHX Text
LUBE SKID LOCATED NEAR THE MILL WILL REST ON GROUT ABOVE 40MM FROM THE FINISHED FLOOR.
AutoCAD SHX Text
REFER HP 1103 BOWL MILL ARRANGEMENT DRAWING 0-00-620-87070 FOR LOCATION AND ORIENTATION OF MILL FOUNDATION AND LUBE OIL SKID W.R.T. BOILER.
AutoCAD SHX Text
PULVERISER AND PULVERISER MOTOR FOUNDATIONS MUST BE ONE HOMEGENEOUS BODY. THE MILL & MOTOR FOUNDATION SHALL BE PREFERABLY CONSTRUCTED IN SINGLE POURING OF CONCRETE.
AutoCAD SHX Text
ALL ANCHOR BOLTS ARE TO BE SET IN PIPE SLEEVES AS PER SECTION"A-A","B-B" AND "C-C".SLEEVES MUST BE FREE OF WATER,DIRT,GROUT AND OTHER DEBRIS AND SEALED WATER AND DUST TIGHT AT THE TOP WITH SUITABLE MATERIAL, SEAL MUST ALLOW ANCHOR BOLTS TO ELONGATE WHEN TENSIONED. ANCHOR BOLTS ARE TO BE WELDED AS SHOWN TO PREVENT ROTATION.
AutoCAD SHX Text
FOR REQUIRED CLEARANCES AROUND PIERS SEE BOWL MILL ARRANGEMENT DRAWING 0-00-620-87070.
AutoCAD SHX Text
ANCHOR BOLTS SIZING AND PRELOADING IS BASED ON ANCHOR BOLT MATERIAL OF ASTM A-36/IS 2062
AutoCAD SHX Text
ANCHOR BOLTS SHALL BE WITHIN ±3 MM OF THIER DESIGN LOCATIONAT THE TOP OF THE BOLT AND VERTICAL WITHIN 1 mm PER 1 METER
AutoCAD SHX Text
TOC EL 1.549 M
AutoCAD SHX Text
TOC EL 0.634 M
AutoCAD SHX Text
TOC EL. 0.634 M
AutoCAD SHX Text
SECTION B-B (4 PLACES)
AutoCAD SHX Text
SECTION D-D (4 PLACES)
AutoCAD SHX Text
SECTION A-A (8 PLACES)
AutoCAD SHX Text
SECTION C-C (2 PLACES)
AutoCAD SHX Text
TOB.EL 0.949 M
AutoCAD SHX Text
3
AutoCAD SHX Text
EL O.00M
AutoCAD SHX Text
VIEW-Q
AutoCAD SHX Text
SEAL TO PREVENT RUPTURE OF SLEEVE SEE FOUNDATION NOTE #9
AutoCAD SHX Text
2236 (MILL ANCHOR BOLT)
AutoCAD SHX Text
4
AutoCAD SHX Text
1.
AutoCAD SHX Text
2.
AutoCAD SHX Text
3.
AutoCAD SHX Text
4.
AutoCAD SHX Text
7.
AutoCAD SHX Text
8.
AutoCAD SHX Text
9.
AutoCAD SHX Text
10.
AutoCAD SHX Text
11.
AutoCAD SHX Text
12.
AutoCAD SHX Text
THE CONCRETE SURFACES TO BE GROUTED ARE TO BE ROUGHENED TO EXPOSE SOUND AGGREGATE. THE SURFACE PROFILE SHOULD HAVE A ROUGHNESS OF 6 TO 13 (PEAK TO VALLEY MEASUREMENT). THIS CAN BE DONE BY USING A NAIL RAKE PRIOR TO THE CONCRETE HAS CURED BY CHIPPING.
AutoCAD SHX Text
SUPPLIER : B H E L - BHOPAL
AutoCAD SHX Text
%%UMOTOR DATA%%u:-
AutoCAD SHX Text
RATING : 696 KW
AutoCAD SHX Text
SPEED : 988 RPM
AutoCAD SHX Text
FULL LOAD AMP STATOR : 85 A
AutoCAD SHX Text
VOLTAGE 3 PHASE 50 Hz : 6600 V
AutoCAD SHX Text
APPROX. WEIGHT OF MOTOR : 7550 Kgs
AutoCAD SHX Text
5. MILL MOTOR MOUNTING PLATE, FOUNDATION BOLTS, SHIMS,PACKERS, SLEEVE ETC. ARE IN
AutoCAD SHX Text
1. MOTOR SPEED : 988 RPM
AutoCAD SHX Text
4. TYPE OF LOAD : MODERATE SHOCK LOAD.
AutoCAD SHX Text
3. TOTAL WT. OF MILL : 140 TONNES.
AutoCAD SHX Text
(EXCLUDING MOTOR)
AutoCAD SHX Text
%%UMILL DATA
AutoCAD SHX Text
2. SPEED OF PULVERIZER : 33+1 RPM
AutoCAD SHX Text
BHEL BHOPAL'S (MOTOR SUPPLIER) SCOPE.
AutoCAD SHX Text
FOUNDATION SHALL BE DESIGNED AS PER IS:2974 GUIDELINES.
AutoCAD SHX Text
13.
AutoCAD SHX Text
APPROX. WEIGHT OF ROTOR : 1700 Kgs
AutoCAD SHX Text
GD OF ROTOR : 288 Kgm
AutoCAD SHX Text
MAXIMUM FOUNDATION LOAD : 112 kN- UPWARDS
AutoCAD SHX Text
DIRECTION OF ROTATION : CLOCKWISE
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
(BI-DIRECTIONAL)
AutoCAD SHX Text
186 kN- DOWNWARDS
AutoCAD SHX Text
200
AutoCAD SHX Text
EL. 0.0M
AutoCAD SHX Text
THE BOWL/BOWL
AutoCAD SHX Text
C.G. OF MILL
AutoCAD SHX Text
THE GEARBOX AND
AutoCAD SHX Text
HUB ASSY
AutoCAD SHX Text
COMBINED C.G. FOR
AutoCAD SHX Text
MILLSIDE ASSEMBLY
AutoCAD SHX Text
COVER AND
AutoCAD SHX Text
SPRING ASSEMBLY
AutoCAD SHX Text
ASSEMBLY
AutoCAD SHX Text
JOURNAL OPENING
AutoCAD SHX Text
SEPARATOR BODY
AutoCAD SHX Text
%%UELEVATION VIEW
AutoCAD SHX Text
SEPARATOR TOP
AutoCAD SHX Text
PLANETARY GEARBOX
AutoCAD SHX Text
TOP OF GEARBOX
AutoCAD SHX Text
SOLE PLATE
AutoCAD SHX Text
KNIFE GATE VALVE
AutoCAD SHX Text
ASSEMBLY
AutoCAD SHX Text
DYNAMIC CLASSIFIER
AutoCAD SHX Text
PORT
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text
OPEN
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text
OPEN
AutoCAD SHX Text
661
AutoCAD SHX Text
1676
AutoCAD SHX Text
5075
AutoCAD SHX Text
RPM
AutoCAD SHX Text
GEARBOX OUTPUT SPEED
AutoCAD SHX Text
GEARBOX INPUT SPEED
AutoCAD SHX Text
MOTOR SPEED
AutoCAD SHX Text
MACHINE OPERATING FREQUENCIES
AutoCAD SHX Text
GRINDING BOWL SPEED
AutoCAD SHX Text
DYN CLASSIFIER MOTOR
AutoCAD SHX Text
REDUCER INPUT
AutoCAD SHX Text
REDUCER OUTPUT SPEED
AutoCAD SHX Text
RPM
AutoCAD SHX Text
RPM
AutoCAD SHX Text
RPM
AutoCAD SHX Text
RPM
AutoCAD SHX Text
RPM
AutoCAD SHX Text
RPM
AutoCAD SHX Text
DYN CLASSIFIER ROTOR
AutoCAD SHX Text
RPM
AutoCAD SHX Text
NO. OF GRINDING ROLLS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
988
AutoCAD SHX Text
988
AutoCAD SHX Text
33
AutoCAD SHX Text
33
AutoCAD SHX Text
3
AutoCAD SHX Text
600-1800
AutoCAD SHX Text
600-1800
AutoCAD SHX Text
80-240
AutoCAD SHX Text
32-96
AutoCAD SHX Text
6. MOTOR FOUNDATION BOLT SLEEVE OF LENGTH 830MM AND DIA: 120MM (SUPPLIED BY BHOPAL) IS TO BE CUT AT SITE TO SUIT FOUNDATION.
AutoCAD SHX Text
285
AutoCAD SHX Text
%%C25
AutoCAD SHX Text
1940
AutoCAD SHX Text
%%C48
AutoCAD SHX Text
DE
AutoCAD SHX Text
155
AutoCAD SHX Text
MOTOR C/L
AutoCAD SHX Text
315
AutoCAD SHX Text
1600
AutoCAD SHX Text
%%P2.5
AutoCAD SHX Text
630
AutoCAD SHX Text
25
AutoCAD SHX Text
110
AutoCAD SHX Text
140
AutoCAD SHX Text
260 SQ
AutoCAD SHX Text
930
AutoCAD SHX Text
820
AutoCAD SHX Text
120
AutoCAD SHX Text
50
AutoCAD SHX Text
375
AutoCAD SHX Text
100
AutoCAD SHX Text
3.15TK
AutoCAD SHX Text
M24
AutoCAD SHX Text
53
AutoCAD SHX Text
%%C25
AutoCAD SHX Text
28
AutoCAD SHX Text
%%C60
AutoCAD SHX Text
1360
AutoCAD SHX Text
1120
AutoCAD SHX Text
120
AutoCAD SHX Text
240
AutoCAD SHX Text
%%P2.5
AutoCAD SHX Text
MOTOR
AutoCAD SHX Text
COMBEXTRA GP2
AutoCAD SHX Text
FDN BOLT SLEEVE
AutoCAD SHX Text
DIA 120X830
AutoCAD SHX Text
+0.580M
AutoCAD SHX Text
+0.580M
AutoCAD SHX Text
+0.496M
AutoCAD SHX Text
+0.587M
AutoCAD SHX Text
+0.587M
AutoCAD SHX Text
COAL SAMPLING
AutoCAD SHX Text
4X 19 HOLES IN MILLSIDE MOUNTING PLATE FOR FILLING THE GROUT-TYP (4) PLACES
AutoCAD SHX Text
LUBE OIL UNIT SUPPLIED WITH EXPANSION ANCHORS TO BE INSTALLED AFTER UNIT IS IN PLACE
AutoCAD SHX Text
B
AutoCAD SHX Text
Q
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
12 INSERTS FOR HANDRAILS
AutoCAD SHX Text
+0.200
AutoCAD SHX Text
MILL AND DRIVE
AutoCAD SHX Text
MILL
AutoCAD SHX Text
L MILL
AutoCAD SHX Text
C
AutoCAD SHX Text
GROUT
AutoCAD SHX Text
C
AutoCAD SHX Text
L MILL
AutoCAD SHX Text
VIS SHOWN SCHEMATICALLY IN VIEW P AND Q, FOR FURTHER DETAILS PLEASE REFER PEM DRAWINGS. PE-V0-423-615-C205 BOWL MILL - GA OF TOP DECK ON VIS PE-V0-423-615-C206 BOWL MILL - RC DETAIL OF TOP DECK ON VIS
AutoCAD SHX Text
14.
AutoCAD SHX Text
1
AutoCAD SHX Text
00
AutoCAD SHX Text
CUSTOMER:
AutoCAD SHX Text
BHARAT HEAVY ELECTRICALS LTD
AutoCAD SHX Text
COPY RIGHT AND CONFIDENTIAL
AutoCAD SHX Text
indirectly in any way deterimental to the interest of the company.
AutoCAD SHX Text
The information on this document is the property of
AutoCAD SHX Text
BHARAT HEAVY ELECTRICALS LIMITED it must not be used directly or
AutoCAD SHX Text
HYDERABAD
AutoCAD SHX Text
OWNER'S
AutoCAD SHX Text
CONSULTANT:
AutoCAD SHX Text
FOUNDATION PLAN OF HP 1103 MILL - DYNAMIC CLASSIFIER HP 1103 MILL - DYNAMIC CLASSIFIER (WITH PLANETARY GEAR BOX)
AutoCAD SHX Text
15
AutoCAD SHX Text
L
AutoCAD SHX Text
K
AutoCAD SHX Text
I
AutoCAD SHX Text
H
AutoCAD SHX Text
G
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
1
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
13
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
I
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
0-00-620-87072
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
1
AutoCAD SHX Text
J
AutoCAD SHX Text
12
AutoCAD SHX Text
14
AutoCAD SHX Text
11
AutoCAD SHX Text
13
AutoCAD SHX Text
12
AutoCAD SHX Text
7
AutoCAD SHX Text
16
AutoCAD SHX Text
2
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
TRACTEBEL ENGINEERING PVT. LTD.
AutoCAD SHX Text
0-00-610-87072
AutoCAD SHX Text
TAMILNADU GENERATION & DISTRIBUTION CORPORATION LIMITED 5th Floor Western Wing, NPKRR Maaligai 144, Anna Sali, Chennai-60002
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
2X800 MW UPPUR STPP(UNIT #1&2) IN RAMANATHAPURAM DISTRICT, TAMILNADU