X11540

5545

230

230

230 230

1300

1300

1300

1300

1500

450

1200

1500

600

250

SECTION ON ' XX '

2000

X

3150

3500

PLAN

7001240 1240

FFL

6005

12000

FOUNDATION DETAILS

GL

450

450

230

450

600

750

950

200

FFL

TENDER PURPOSE ONLY

TYPICAL TOILET DETAILS

ELLISPATTERN 25 THK

PCC1:4:8,100 THK.

SAND GRAVEL MIX150THK.

BW IN CM1:5

RCC ROOF SLAB

SECTION ON 'AA'

FFL

5000

GL

ELEVATION VIEW -SS

300

2500

100THK.

450

WEATHERING COURSE75THK.

3000

w w w w w

3000 3000 3000 3000

w w w

RS

3500 2000

1000

5005001200

1200

1200

2000

6000

CHAIN LINKFENCE

CSS2

GATE

600

6276

7018

800

800 20

0

±0.000

FFL

620620

SECTION X-X

600 20

0100 20

0100

PLAN

(TYP)

345THK.

6000

PLINTH BEAM & FOUNDATION PLAN

3000 3000 3000 3000 300030003000

B

B

1200

1200

400

400

8 @ 200C/CBOTHWAYS

COMPACT EARTH FILLING

XX

1250

SS

-1.200

-1.200

-1.200 -1.200

-0.800

-0.8

00

-0.8

00

600

-0.8

00

CHAIN LINKFENCE

CSS2

GATE

900

600

6276

7018

(TYP)

X X

-0.800

-0.8

00

-0.8

00

600

-0.8

00

6000

600

600

6000

3000 3000

6000

600

600

6000

1250

900

CABLE TRENCH -CT1

CABLE TRENCH -CT3

CABLE TRENCH -CT2

CABLE TRENCH -CT1

20MM THK ELLIS FLOOR

PCC1:4:8,100 THK.SAND FILLING

DETAILS OF FLOORING

100

150

500

8 DIA @ 250c/c

DETAILS OF LINTEL/SUNSHADE

2 - 10 8 @ 150c/c

2 - 88 -2L-ST.@150C/C

150

300

75

500

300

100

500

100

300

8 -2L-ST-@ 150 c/c

900 9004-20 8 -2L-ST-@ 150 c/c

ROOF BEAM DETAILS

A

B

A B

SECTION - BBSECTION - AA

2-202-20

4-20

2-20

4-202-20 4-20

2-20

2-20

4-20

500

300

8 -2L-ST-@200 c/c

TYP.C/S OF BED BLOCK

2-12

2-12

BED BLOCK(SIZE:900x300x500)

6000

100

(SIZE:900x300x500)

2-20

8-2L-ST-@ 150 c/c

PLINTH BEAM SECTION

4-20

4-20 400

400

6000

15000

ROOF PLAN

200

900

425

850 850 850

3000

900

3000 3000 3000 3000

425

100 THKSLAB

500

12050(T

YP)

CROSS SECTION OF CABLE TRENCHES

200

PCC 1:4:8

8 @ 200 mm C/C BOTHWAYS

TOP & BOTTOM

INSERT PLATE 8X100X500

@1000mm C/C ALTERNATIVELY

COMPACT EARTH

FILLING

8 @ 200 mm C/C BOTHWAYS

INSIDE & OUTSIDE

LUGS 8

- 3 NOS.

500

150

8 LUGS

- 3 NOS.

800(

FOR

CT1

)

±0.000 FFL

600FORCT1,

VARYVARY

150150

100 100

100

PCC 1:4:8

RR MASONRY

IN CM 1:5

150

1008

DETAILS OF INSERT PLATE

1200

(FO

R C

T2&C

T3)

1200FORCT2,2000FOR CT3

(BOTHWAYS)

16 @200 C/C(BOTHWAYS)

8 -2L STPS. @200C/C

O

400

400

O

O

VIEW-FF

O

400

F F

-1.800 300

1500

FFL

FOUNDATION FOR SUBSTATION

12001400

8-2L-ST-@ 150 c/c

PLINTH BEAM SECTION

4-20

4-20 400

400

DEFORMED BARS CONFORMING TO IS:1786-LATEST

5. REINFORCEMENT STEEL OF HIGH YIELD STRENGTH

4. CLEAR COVER TO REINFT :FOR BEAMS=25mm.

3. CONCRETE GRADE M20

:FOR ROOF SLAB=20mm.

:FOR LINTEL =25mm.

:FOR SUN SHADE=15mm.

GENERAL ARRANGEMENT OF

NOTES

2. DONOT SCALE THE DRAWING FOLLOW WRITTEN DIMENSIONS ONLY

1. ALL DIMENSIONS ARE IN MM AND LEVELS ARE IN METRES

000-TP-CEG-012050-TP-CEG-01205

TENDER PURPOSE ONLY

575

6.FOR DETAILS OF SHED REFER SEPARATE DRAWING

7.THE DETAILS SHOWN IN THE DRAWING ARE BASED ON PRELIMINARY ENGG.

THESE MAY VARY DURING DETAILED ENGG

PLAN

D *

W

W W W W

WW

ELEVATION

9600

4000

A

A

12000

EXECUTIVE/SUPERVISOR CABIN

230X370

RCC BEAM

2115

2115

1200

main column

4000

600

8 2L-STPS@200C/C

370

230X370X690SIZE BED BLOCK(TYP)

SEC-2 2

SEC-1 1

2

2

1

1

O

O

O

O

230

O

O

O

O

O

O

O

370

370

DETAILS OF RCC BEAM

O

+3.120M

230

OO

600

DETAILS OF BED BLOCK

DETAILS OF

LINTEL

O

O

O

O

O

O

O

O

3

3

SEC-33

690

370

150

230

+3.120M

230

230

230

225

500 500

RCC BEAM IN

20 DIA @500C/C EMBEDDED 30 DIA HOLE TO BE

DRILLED IN THE FLOORING

200

4-12 CTD

B

B

8 STPS @150C/CO

O

BK WALL

IN FLOOR CONCRETE

THE FLOOR

SECTION-BB TYP.BEAM DETAILS OVER FLOOR

REINFORCEMENT DETAILS OF ROOF SLAB

230x150 SIZE

RCC LINTEL

BK WORK IN

IN CM 1:5

SECTION-AA

230x230 SIZE RCC BEAM

ALLROUND (EXCEPT DOOR OPENING)

3000

120

900

230

RCC ROOF SLAB

820

600

600

SLAB-120THK.

ALT-CRKD

8 CTD@190C/C

230X370

RCC BEAM

BED BLOCK 230X370X690

690

1440

1440

820

8 CTD@190 C/C

4000

1085

1085

600

600

9600

NOTES:-

1) ALL DIMENSIONS ARE IN 'MM' &LEVELS ARE IN 'M' 2) CLEAR COVER TO REINFORCEMENT AS FOLLOWS

a) BEAM-25MM b) SLAB-20MM

3) CONCRETE GRADE M20 4) ALL REINFORCEMENT BARS SHALL BE HIGH YIELD STRENGTH DEFORMED BARS CONFORMING TO IS: 1786-(LATEST REVISION)5) DEVELOPMENT LENGTH Ld = 50 TIMES THE DIA OF THE BAR

LEGEND

D-1000X 2100- GLAZED ALUMINIUM DOORW-1200X1200MM- GLAZED ALUMINIUM WINDOW WITH SLIDING SHUTTER & GRIL

K.Gunasekaran

C) LINTEL-20MM

DETAILS OF EXECUTIVE/SUPERVISOR

7) RCC BEAM IN FLOOR LEVEL SHALL BE PROVIDED ALLROUND THE BLDG EXCEPT DOOR OPENING

CABIN (12 Nos)

1-TP-CEG-01264

8) THE DETAILS SHOWN IN THE DRAWING ARE BASED ON PRELIMINARY ENGG .

T.Aaruyir Yogaa

POWER EQUIPMENT FABRICATION PLANT AT SAKOLIBANDHARA DIST

J.Anandan

TENDER PURPOSE ONLY

THESE MAY VARY DURING DETAILED ENGINEERING

NO.

ITEM

DESCRIPTION

POWER EQUIPMENT FABRICATION PLANT AT SAKOLIBANDHARA DIST

TENDER PURPOSE ONLY

PLAN OF PRODUCTION SHOP FLOOR

BAY - B

BAY - 1

BAY - 2

BAY - 3

BAY - 4

BAY -A

30000

30000

30000

30000

30000

30000

A

B

C

D

E

F

G

N

ELEVATION

+0.000

BG TRACKR45 RAIL

O1

O1

O1

O1

O1

O1

3000030000

28500

14000

14000

14000

FLOOR GANTRY TRACK(R45 RAIL)

14000

28500

BUFFER STOP(TYP)

234000

345678910111213141516171819

20

O1

22122

12000

6X12000=7200012X12000=144000

1

L

S

28500

28500

28500

30T EO

T CRAN

E

30000

30000

12000120001200012000

12000

18000

120001200012000120001200012000120001200012000120001200012000

28500

H

J

BAY - 5

1200012000120001200012000120001800012000120001200012000120001200012000

120001200012000

1200012000

SHEETING

COLUMN

FOUNDATION

(TYP.)

SHEETING

COLUMN

FOUNDATION

(TYP.)

MAIN

COLUMN

FOUNDATION

(TYP.)

MAIN

COLUMNFOUNDATION

(TYP.)

MAIN

COLUMNFOUNDATION(TYP.)

SHEETING

COLUMN

FOUNDATION

(TYP.)

MAIN

COLUMN

FOUNDATION

(TYP.)

POWER TROLLEY TRACK

R45 RAIL

O1

FLOOR GANTRY TRACK(R45 RAIL)

FLOOR GANTRY TRACK(R45 RAIL)

FLOOR GANTRY TRACK(R45 RAIL)

FLOOR GANTRY TRACK(R45 RAIL)

1350

1350

PERIPHERRY

WALL(TYP.)

BG TRACKR45 RAIL

J(TYP

POWER TROLLEY TRACK

R45 RAIL

POWER TROLLEY TRACK

R45 RAIL

POWER TROLLEY TRACK

R45 RAIL

POWER TROLLEY TRACK

R45 RAIL

POWER TROLLEY TRACK

R45 RAIL

POWER TROLLEY TRACK

R45 RAIL

POWER TROLLEY TRACK

R45 RAIL

POWER TROLLEY TRACK

R45 RAIL

POWER TROLLEY TRACK

R45 RAIL

POWER TROLLEY TRACK

R45 RAIL

20 NOS.20 RODS

10 BINDERS @250MM C/C

PLANMAIN COL.FOUNDATIONFOR A1 TO J1 & A22 TO J22

A

T

T

T10 @300MMC/C

(BOTHWAYS)

T

A

B B

EL. (-)0.30

EL.(-)4.50

SECTION-AA

20 @140 C/CBOTHWAYS

SECTION-BB

20 NOS.20 RODS

25MM THK NON SHRINK

CEMENT GROUT

10 BINDERS @250MM C/C

10 STPS @250MM C/C

150

2625

2625

150

2625 2625

150

228

(18 Nos)

EL.(-)2.80

10 BINDERS @250MM C/C

10 @300MMC/C

(BOTHWAYS)

PLANFOUNDATION DETAILS FOR A2 TO J2 & A21 TO J21

T

17NOS 16 RODS+17NOS 12 RODS

SECTION-EE

EL.(-)0.300

SECTION-FF

E

F

E

20 @140MM C/C

F

L OF FOUNDATIONC

10 BINDERS @250MM C/C T

10 STPS @250MM C/C T

10 STPS @250MM C/C T

10 BINDERS @250MM C/C T

25MM THK NON SHRINK

CEMENT GROUT

20 @140MM C/C

17NOS 16 RODS+17NOS 12 RODS

150

2500

2500

150

447

297

150

AXIS LINE 22

(18 Nos)

2000

2500

20 @200MM C/C

SECTION-XX

YY

X

10 @300MM C/C

(BOTHWAYS)

T

T13NOS.20 RODS+13NOS.12 RODS

T

X

SECTION-YY

FOUNDATION FOR PLAN

10 BINDERS @250MM C/C

D8 TO J8 & D9 TO J9

10 BINDERS @250MM C/C

GRANITE BOULDERS TOBE FILLEDALROUND

10 STPS @250MM C/C

25MM THK NON SHRINK

CEMENT GROUT

EL(-)4.00

EL(-)0.30

T

T13NOS.20 RODS+13NOS.12 RODS T

20 @150MM C/C

(12 Nos)

T20 @200 C/C

CL OF ROOF LEG

SECTION-CC

DD

C

10 @300MMC/C

(BOTHWAYS)

T

T

C

MAIN COL. FOUNDATION FOR PLAN

10 BINDERS @250MM C/C

D3 TO J3, D4 TO J4, D5 TO J5, D6 TO J6 & D7 TO J7

T11 NOS.20 RODS + 11 NOS.12 RODS

SECTION-DD

25MM THK NON SHRINK

CEMENT GROUT

EL(-)2.30

EL(-)0.30

10 BINDERS @250MM C/C

10 STPS @250MM C/C

T

20 @150 C/C

T

T11 NOS.20 RODS + 11 NOS.12 RODS T

D10 TO J10, D11 TO J11, D12 TO J12, D13 TO J13 & D14 TO J14D15 TO J15, D16 TO J16, D17 TO J17, D18 TO J18, & D19 TO J19,D20 TO J20.

(96 Nos)

*

900

600

450

1400

100

450

300

900

4150

150

1160

1160

150

630

*

75

125

75

1500

520

Ø63

75

2300

Ø40

40

M39

75

2300

520

M39

75

520

Ø40

M39

Ø63

M50

520

M50

1500

1020

80

28

45

30

10

10

20

40

10

10

50

20

A

A

50

1020

1160

B

B

40

160

100

40MM THK.GRANOLYTHIC FLOOR FINISH

6MM MS ROD @150C/C BOTHWAYS

RCC FLOORING OF MIX 1:2:4

DETAILS OF FLOORING

200

PCC1:4:8

10 -3NOS

8 -2NOS

8 -2L-STPS

@150C/C

DETAILS OF CONTINUOUSLINTEL OVER JALLY

150

300

40

60

55

10

20

10

10

ENLARGED DETAIL-P

P

P

10

50

1010

RECESS

10

10

120

SLOPE

40

40

40

80

20

VIEW-PP

40

160

40MM THK.GRANO FLOOR FINISH8 @200C/C

BOTHWAYS

RCC FLOORINGOF MIX1:2:4

SAND GRAVELMIX 1:1

TYP. CROSS SEC.DETAILS OF BG TRACK /TROLLEY TRACKFOUNDATION

10 @200C/CBOTHWAYS

2500

ISA80X80X8-CHECK RAIL

1676

6(TYP)90 LBS RAIL

350

PCC OFMIX1:2:4 5

0

(TYP)± 0.000

T

T

RAIL LUG ROD WELDING DETAILS

8

5

0

0

5

0

0

1

6

@

5

0

0

C

/

C

150

1

5

0

R

4

5

R

A

I

L

0

BUFFER STOPPER

F.F.L290

RAIL TRACK (R45 RAIL)

250

SR122

100

BUFFER STOPPER

S

380

89

8

100

131

54 114 54

45

100

380

10

8

R

1

2

2

PL 8X89X1006

PL 8X222X380

222Ø22HOLES

FOR M20BOLTS

VIEW - SS

1000

1000

500

1000

50 50

100

100

130

0-TP-CEG-01266 00DETAILS OF FOUNDATION AND

CIVIL WORKS FOR PRODUCTION

SHOP

0-TP-CEG-01266

O1- OPENING -6000MM X 6000MM

TENDER PURPOSE ONLY

1) ALL DIMENSIONS ARE IN 'MM' &LEVELS ARE IN 'M'

3) CLEAR COVER TO REINFORCEMENT AS FOLLOWS a) FOOTING -50MM b) PEDESTAL SIDE & TOP -40MM

4) CONCRETE GRADE M20 5) ALL REINFORCEMENT BARS SHALL BE HIGH YIELD STRENGTH DEFORMED BARS CONFORMING TO IS: 1786-(LATEST REVISION)

6) FOR CABLE TRENCH LAYOUT REF. SEPERATE DRAWING 7) GRANITE BOULDERS SHALL BE FILLED ALROUND THE SHEETING COLUMN PEDESTAL

2) DO NOT SCALE THE DRAWING. FOLLOW WRITTEN DIMENSION ONLY

8) IF FOUNDATION SOIL IS LOOSE AT FOUNDING LEVEL , EXTRA EXCAVATION TO BE CARRIED OUT TILL HARD STRATA EXTRA EXCAVATED PORTION TO BE FILLED WITH PCC1:4:8

11) ALL THE DETAILS SHOWN IN THE DRAWING ARE BASED ON PRELIMINARY ENGINEERING, THESE MAY VARYDURING DETAILED ENGINEERING

J - PRECAST RCC JALLY -1020MM X 1160MM

9) MINIMUM STRENGTH OF ANCHOR BOLTS SHALL BE 2T TENSION AND 2T SHEAR10) ANCHOR BOLTS SHALL BE ANCHORED IN THE FLOOR AS PER MANUFACTURER'S SPECIFICATION AND AS SHOWN IN THE DRAWING

PLAN

BAY - B

BAY - 1

BAY - 2

BAY - 3

BAY - 4

BAY -A

A

B

C

D

E

F

G

N

345678910111213141516171819

20

22122 1

H

J

BAY - 5

O1

8 LUG 2NOS T

ALTERNATIVELY

TOP & BOTTOM

@200mm C/C

PCC 1:4:8

BOTHWAYS8

INSIDE & OUTSIDEBOTHWAYS

@200mm C/C

@1000mm C/CINSERT PLATE 8x100x450.

8ISA 75X75X6

PRECAST COVER SLAB/69mm THK.

LUGS8 -2NOS T

CROSS SECTION OF

CABLE TRENCH (CT3)

DETAILS OF

INSERTPLATE FOR (CT3)

T

T

DETAILS OF

8 LUG 3NOS T

ALTERNATIVELY

TOP & BOTTOM

@200mm C/C

PCC 1:4:8

BOTHWAYS8

INSIDE & OUTSIDEBOTHWAYS

@200mm C/C

@1000mm C/C

INSERT PLATE8x100x650.

8

ISA 75X75X6

PRECAST COVER SLAB/69mm THK.(FOR CT1 ONLY)

LUGS8 - 3NOS

T

T

T

CROSS SECTION OF CABLE TRENCH (CT1&CT2)

INSERTPLATE FOR (CT1/CT2)

SECTION-ZZ

Z

Z

20mm WIDE x12.5mm DEEP

TO BE MADE IN THE COVER SLAB

LIFTED POSITION OF HANDLE

T T

T

L 80X80X8 / L 75X75X6

12Ø @ 500 C/C

5(TYP)

DETAILS OF EDGEPROTECTION ANGLE

ISA 80X80X8ISMC 200

COVER CHANNEL DETAILS FOR CT2

FFLCUT TO SHAPE

DETAILS OF CABLE TRENCHES

IN PRODUCTION SHOP

0-TP-CEG-01267

0-TP-CEG-01267

00

NOTES:-

1) ALL DIMENSIONS ARE IN 'MM' &LEVELS ARE IN 'M'

3) CLEAR COVER TO REINFORCEMENT AS FOLLOWS

4) CONCRETE GRADE M20

5) ALL REINFORCEMENT BARS SHALL BE HIGH YIELD STRENGTH DEFORMED BARS

CONFORMING TO IS: 1786-(LATEST REVISION)

2) DO NOT SCALE THE DRAWING. FOLLOW WRITTEN DIMENSION ONLY

c) CABLE TRENCH - 15MM,

d) COVER SLAB - 15MM,

6) IF FOUNDATION SOIL IS LOOSE AT FOUNDING LEVEL EXTRA EXCAVATION TO BE

CARRIED OUT TILL HARD STRATA ,EXTRA EXCAVATED PORTION TO BE FILLED WITH PCC1:4:8

00

7) DEVELOPMENT LENGTH Ld = 50 TIMES THE DIA OF THE BAR

8)THE DETAILS OF SHOWN IN THE DRAWING ARE BASED ON PRELIMINARY ENGG.

THESE MAY VAREY DURING DETAILED ENGG

TENDER PURPOSE ONLY

TENDER PURPOSE ONLY