TEMPERORY

SITE

OFFICE

62440

Sl.No DETAILS

1)

Security Office

3)

4)

6)

7)

9)

10)

12)

13)

Fire Station

Factory Medical Center

Canteen

Scrap Disposal Yard

Stores office

Weigh Bridge-60T

Water Tank-500 Cum-1

Compressed Air Plant

Diesel generator plant

Main Electrical Substation

5)

Material Testing Lab

2)

Security Booth(4Nos)

8)

Transport garage

Covered Stores shed

Control room

Control room

17)

Civil stores shed

SIZE

NO OF

STOREY

15MX5M 2

5MX4M 1

15MX12M 1

1

16.5MX12M 1

24MX18M 2

15MX12M 1

15MX12M

75MX24M 1

15MX10M 1

40MX24M

5MX4M 1

- -

20MX14M 1

30MX12M 1

6MX4M

20MX10M 2

12MX6M

A.

B.

11)

A.

B.

14)

A.

B.

15)

A.

B. Transformer yard20MX8M

Production Shop

49500 Sqm

-

-

-A.

B.

Civil Office 20MX12M

A.

B.

Office room8MX5M

1

LPG storage yard

19A)

Sewage Treatment

Inflammable Stores yard

LPG Control room

plant aeration tank

Sewage Treatment

plant collection sump

Sewage Treatment plant

MBR tank

Sewage Treatment plant

Holding tank & sludge drying bed

Sewage Treatment plant

treated water tank

19B)

19C)

19D)

19E)

Issue office

& vapouriser

75MX20M

12MX8M 1

7.5MX5M

10MX10M

7.5MX1.5M

4.1MX1.8M

5MX2.5M

15MX8M

12MX5M 1

18)

A.

B.

20)

A.

B.

Sanitation crew- 1 no

6MX6M 1

Toilet- 6nos12MX6M 1

Ladies rest room- 1 no

-

-

-

-

-

-

-

24)

Parking shed156MX6M 1

Control panel shed 7 nos3MX4M ---

154914sqm---

Fabrication yard(7nos)

Maingate structure with

security bunk

25)

26)

27)

28)

21)

Administrative block

60MX18M

2

22A)

Compact substation,

15MX6M

5 nos

1

23)

Office Annexe

62MX12M

1

Canteen LPG Manifold shed

Cylinder storage shed

Fire Fighting Equip. shed

Compr. shed in LPG yard

Vaporiser shed in LPG

yard

Motor control center shed

30)

31)

32)

33)

34)

35)

36)

37)

38)

6.3MX4M

8MX7.5M

7MX4M

7MX4M

10.5MX4M

6MX6M

6.3MX4M

9MX3M

3MX3M

39)

L-LADIES REST ROOM

T-TOILETS

1. ALL DIMENSIONS ARE IN METERS

NOTES:

S-SANITATION CREW

G1, G2, G3, G4, G5, G6, G7 - GATES

PROPOSED BUILDINGS

30MX 18M---

Components stores shed

40)

41)

20MX8M

66M X12M

42)

15MX 10M---Shot blasting shed

43)

-

22B)

Shed for compact sub station

6MX6M

10 nos

-

2

42114

60330

3420

3000

3000

TENDER PURPOSE ONLY

Argon Plant yard

5MX4M

16MX10M

C.

D.

-

-

Oxygen Filling station29)

16MX14M 1

Argon plant mixing room

Liquid Oxygen Plant yard

5MX4M

6MX10M

16)

A.

B.

-

-

Liquid Oxygen Plant Control

room

AT SAKOLI, BHANDARA DIST

POWER EQUIPMENT FABRICATION PLANT

LAYOUT OF PLANT

1-TP-CEG-01050

00

1-TP-CEG-01050

FOUNDATION PLAN

30000

30000

30000

30000

30000

30000

J

H

G

F

E

D

C

N

3000030000 234000

345678910111213141516171819

20

22122

12000

1

30000

30000

120001200012000120001200018000120001200012000120001200012000

120001200012000120001200012000

B

A

12000120001200012000120001200018000120001200012000120001200012000120001200012000120001200012000

F2

F1

5250

F4

F3

F3

4750

5850

6500

5250

F3

F3

F3

F3

F3

5500

6300

6500

5250

6300

5500

6500

5250

F2F1

5500

6300

6300

5500

6500

5250

F2

F1

F2

F1

F2

F1

F2

F1

F2

F1

F2

F1

F2

F1

F2

F1

F2F1

F2F1

F2F1

F2F1

F2F1

F2F1

F2

F1

F2F1

F3

F3

F3

F3

F3

F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4 F4F4

F4 F4 F4 F4 F4 F4 F4 F4 F4F4

F4 F4 F4 F4 F4 F4 F4 F4 F4F4

F4 F4 F4 F4 F4 F4 F4 F4 F4F4

F4 F4 F4 F4 F4 F4 F4 F4 F4F4

F4 F4 F4 F4 F4 F4 F4 F4 F4F4

F4

F4

F4

F4

F4

F4 F4 F4 F4 F4

F4 F4 F4 F4 F4

F4 F4 F4 F4 F4

F4 F4 F4 F4 F4

F4 F4 F4 F4 F4

4250

4250

5250

4250

5250

4250

5250

4250

5250

30000

SCF (TYP)

SCF (TYP)

SCF (TYP)

SCF (TYP)

SCF (TYP)

SCF (TYP)

SCF (TYP)

SCF (TYP)

4750

5850

SECTION-PP

FFL

PCC 1:4:8

150(m

in)

RCC

PEDESTAL

D

BASE PLATE

℄ OF MAIN COLUMN

150

℄OF COLUMN

P

PCC

LINE

TYPICAL PLAN OF MAIN COLUMN FOUNDATION

150

150

B

150

L

150

℄OF COLUMN

P

PCC

LINE

NON SHRINK CEMENT GROUT

250

1) ALL DIMENSIONS ARE IN 'mm' &LEVELS ARE IN 'm'.2)DO NOT SCALE THE DRAWING FOLLOW WRITTEN DIMENSIONS ONLY.

S.NO DESCRIPTION L B H

1 FOOTING-F1 6.3 5.5 1.1

2 FOOTING-F2 6.5 5.25 1.1

3 FOOTING-F3 5.85 4.75 0.9

6) ALL GRIDS ARE AT THE CENTER LINE OF THE PEDESTAL/FOOTING UNLESS SHOWN OTHERWISE.

F.F.L = FINISHED FLOOR LEVEL - +258.88MF.G.L = FORMATION GROUND LEVEL - +258.58M

3)FOOTING DEPTH IS 3M BELOW FFL

5) FOR LOCATION OF PRODUCTION SHOP REFER DRG No:1-TP-CEG-01050 LATEST

1-TP-CEG-01500 02

DETAILS SHOWING THE EARTHWORK FORMAIN COLUMN FOUNDATIONS

1-TP-CEG-01500

4 FOOTING-F4 5.25 4.25 0.7

5 SCF (SHTG COL FDNS)

4)IF SOIL AT FOUNDING LEVEL IS LOOSE EXTRA EXCAVATION TO BE CARRIED OUT TILL HARDSTRATA AND EXTRA EXCAVATED PORTION TO BE FILLED WITH PCC (1:4:8).

7) IN CASE OF DISCREPANCY CONTACT BHEL TRICHY CIVIL DESIGNS.8) FOR REINFORCEMENT DETAILS OF FOOTINGS, PEDESTAL AND FOR POCKET HOLE DETAILSREFER SEPARATE DRAWING.

RELEASED FOR EARTHWORK EXCAVATION PURPOSE ONLY

RAFT

H

PEDESTAL

L1 B1 H1

2.6 1.7 1.85

2.6 2.0 1.85

2.6 1.7 2.15

2.6 1.7 2.25

H1

L1

B1

3.0

3.0

3.0

3.0

OVERALLDEPTH

D

HOLD

R2

02

PLAN

BAY - B

BAY - 1

BAY - 2

BAY - 3

BAY - 4

BAY -A

30000

30000

30000

30000

30000

30000

240000

J

H

G

F

E

D

C

N

ELEVATION

+0.000

BG TRACK

O1

O1

3000030000

28500 (CRANE SPAN)

20T EOT CRANE

28500

20T EO

T CRAN

E

14000

5T SEM

I

GAN

TRY

14000

5T SEM

I

GAN

TRY

14000

5T SEM

I

GAN

TRY

14000

5T SEM

I

GAN

TRY

28500

BUFFER STOP

234000

PROVISION FOR

FUTURE EXPANSION

WITH 30T CRANE

TANDEM OPERATION

345678910111213141516171819

20

22122

12000

6X12000=7200012X12000=144000

1

L

S

PRO

VISIO

N FO

R FU

TU

RE EXPAN

SIO

N W

ITH

30T CRAN

E TAN

DEM

O

PERATIO

N

PRO

VISIO

N FO

R

FU

TU

RE EXPAN

SIO

N W

ITH

30T

CRAN

E TAN

DEM

O

PERATIO

N

10T EOT CRANE

10T EOT CRANE

10T EOT CRANE

20T EOT CRANE

30T EOT CRANE

10T EOT CRANE

20T EO

T CRAN

E

10T EO

T CRAN

E

28500

20T EO

T CRAN

E

10T EO

T CRAN

E

10T EO

T CRAN

E

28500

20T EO

T CRAN

E

20T EO

T CRAN

E

10T EO

T CRAN

E

28500

20T EO

T CRAN

E

20T EO

T CRAN

E

10T EO

T CRAN

E

5T SEM

I

GAN

TRY

30T EO

T CRAN

E

30000

30000

12000

12000120001200012000

18000 SPAN

(UPTO +5.5M LEVEL)

120001200012000120001200012000120001200012000120001200012000

28500

B

A

CO

MPACT SU

BSTATIO

N

BLD

G-(60M

X12M

)

BAY - 5

PROVISION FOR FUTURE

EXPANSION WITH 20T CRANE

TANDEM OPERATION(30M SPAN)

20T EO

T CRAN

EBRACED BAYBRACED BAYBRACED BAYBRACED BAY

BRACED BAY

BRACED BAY

120001200012000120001200012000

18000 SPAN

(UPTO +5.5M LEVEL)

120001200012000120001200012000120001200012000120001200012000

BRACED BAY (TYP.)

SHEETING

COLUMN

(TYP.)

SHEETING

COLUMN

(TYP.)

SHEETING

COLUMN

(TYP.)

MAIN

COLUMN

(TYP.)

MAIN

COLUMN

(TYP.)

MAIN

COLUMN

(TYP.)

MAIN

COLUMN

(TYP.)

MAIN

COLUMN

(TYP.)

MAIN

COLUMN

(TYP.)

SHEETING

COLUMN (TYP.)

MAIN

COLUMN

(TYP.)

APPROACH

STAIR TO

CRANE

WALKWAY

(TYP.)

APPROACH

STAIR TO

CRANE

WALKWAY

(TYP.)

APPROACH

STAIR TO

CRANE

WALKWAY

(TYP.)

APPROACH

STAIR TO

CRANE

WALKWAY

(TYP.)

20T EO

T CRAN

E

10T EO

T CRAN

E

F

POWER TROLLEY TRACK

20T EOT CRANE

30T EOT CRANE

(FUTURE)

O1

APPROACH LADDER FOR ROOF (TYP.)

5T SEM

I

GAN

TRY

14000

5T SEM

I

GAN

TRY

14000

5T SEM

I

GAN

TRY

14000

5T SEM

I

GAN

TRY

14000

LEAK PROOF CUTOUT IN

ROOF OPENING (1.5M

X1.0M)

LEAK PROOF CUTOUT IN

WALL CLADDING

OPENING (1.5M X1.0M)

1500 (TYP)

FLOOR RAIL FOR SEMI GANTRY (TYP)NOT IN THE SCOPE OF PEB

6000 CLEARSPAN

O1

6000 CLEARSPAN

O2 O2 O2

O2

O2O2

O2

O2

O2

O2

O2

O2

O2

O2 O2 O2

O1

O1

O1

VERTICAL

SH

TG

(TYP.)

LO

UVERED

SH

EETIN

G/ CAN

TILEVER TRU

SS

VERTICAL SH

TG

STRAIGHT SHTG

LOUVERED SHEETING/

CANTILEVER TRUSS

STRAIGHT SHTG

VERTICAL

SH

TG

(TYP.)

LO

UVERED

SH

EETIN

G/

CAN

TILEVER TRU

SS

VERTICAL SH

TG

VERTICAL SHTG

LOUVERED SHEETING/

CANTILEVER TRUSS

VERTICAL SHTG

VERTICAL

SH

TG

(TYP.)

LO

UVERED

SH

EETIN

G/

CAN

TILEVER TRU

SS

VERTICAL SH

TG

VERTICAL

SH

TG

(TYP.)

LO

UVERED

SH

EETIN

G/ CAN

TILEVER TRU

SS

VERTICAL SH

TG

VERTICAL SHTG

LOUVERED SHEETING /

CANTILEVER TRUSS

VERTICAL SHTG

STRAIGHT SHTG

LOUVERED SHEETING/

CANTILEVER TRUSS

STRAIGHT SHTG

O1

Monkey ladder

LEAK PROOF CUTOUT IN

ROOF OPENING (1.5M

X1.0M)

+0.000

+12.500

3000030000 30000 30000

SECTION-AA

ROOF VENTILATOR

(TYP)

GALVALUME SHEET

ROOFING(TYP)

10T / 20T CAPACITY

CRANE

1

10

1

10

4200

300mm thk

BRICK WALL

LOUVER

SHEETING

STRAIGHT

SHEETING

CANTILEVER

TRUSS

RIDGE VENTILATOR

(TYP)

10T CAPACITY/20T CAPACITY

CRANE

10T /20T CAPACITY

CRANE

X

14000

+5.630

(RAIL TOP TYP.)

14000

5T CAPACITY

SEMIGANTRY CRANE

5T CAPACITY

SEMIGANTRY CRANE

20T,10T, 30T CAPACITY

CRANE

14000

5T CAPACITY

SEMIGANTRY CRANE

30000

3.5m

(Clear)

(Typ.)

3.5m

(Clear)

(Typ.)

14000

5T CAPACITY

SEMIGANTRY CRANE

14000

5T CAPACITY

SEMIGANTRY CRANE

FRP COATED DOWNSPOUTS OF

SAME MATERIAL AS ROOF

SHEETING (TYP.)

Eaves Gutter

GUTTER

+5.400

+0.000

+12.500

3000030000 30000 30000

SECTION-CC

ROOF VENTILATOR

(TYP)

STANDING SEAM -SS 2000

PROFILE SMP PAINT

COATED GALVALUME

SHEET

ROOFING 0.58MM

TCT(TYP)

1

10

1

10

30000 30000

4200

RIDGE VENTILATOR

(TYP)

20T CAPACITY CRANE 10T CAPACITY CRANE

+5.400

+0.000

+12.500

30000 300003000030000

ROOF VENTILATOR

(TYP)

1

10

1

10

4200

RIDGE VENTILATOR

(TYP)

20T CAPACITY CRANE10T CAPACITY CRANE

BRICK WALL WITH

RCC JALLY

3000(TYP.)

1000(TYP.)

1000(TYP.)

750(TYP.)

STANDING SEAM PROFILE SMP

PAINT , ALUMINIUM ZINC

ALLOY COATED ROOF

SHEETING 0.58MM TCT(TYP)

RIBBED SCREW DOWN

PROFILED SMP PAINT,

ALUMINIUM ZINC ALLOY

COATED WALL CLADDING

0.50MM TCT(TYP) WITH SELF

TAPPING SCREW

3.5m

(Clear)

(Typ.)

3.5m

(Clear)

(Typ.)

3.5m

(Clear)

(Typ.)

+9.00 CRANE RAIL TOP

CRANE GIRDERS IN SUCCESSIVE

SPANS SHOULD BE SPLICED (TYP)

Z

S No Description Level (in m)

Bay A Bay 1 to 5 Bay B

1 Eaves Level of Portal 12.50 12.50 12.50

2 Crane Rail Top Level 9.00 9.00 9.00

3Semigantry Crane rail TopLevel 5.630

RAIL TOBE USED

ISCR80

R45

-

-

- -

+9.00

(RAIL TOP)

475

475

CRANE GIRDER

CRANE BRIDGE

ROOF LEG

CRANE GIRDER

1500

CRANE BRIDGE(TYP)

CRANE GIRDER

ROOF LEG

CRANE GIRDER

+9.00

(RAIL TOP)

+9.00(RAIL TOP)

475

28500

RAIL TO RAIL

600

(RAIL TOP)

+5.630

CRANE BRIDGE

SEMI GANTRY GIRDER

600

(RAIL TOP)

+5.630

CRANE BRIDGE

SEMI GANTRY GIRDER

28500

RAIL TO RAIL

14000

RAIL TO RAIL

14000

RAIL TO RAIL

CRANE BRIDGE

28500

ENLARGE DETAIL -X ENLARGE DETAIL -Y

MAIN COLUMN (2 seperate legs to support the crane girders) Main column ( seperate column

legs to be provided to support

crane girders)

END BEARING/

INTERMEDIATE STIFFNERS

ARE MANDATORY

END BEARING/

INTERMEDIATE STIFFNERS

ARE MANDATORY

CRANE GIRDER

ENLARGE DETAIL -Z

END BEARING

STIFFENERS

SPLICE PLATE

SPLICE

PLATE (TYP.)

(TO BE PROVIDED

ON EITHER SIDE OF

CRANE GIRDERS)

RAIL

750

475

475

300

300

12

80

6

(TYP.)

6

(TYP.)

500

500

ISA7

5X75

X6

ISA7

5X75

X6(T

YP)

75

50

75

HAND RAIL POST TOP CUT TO SHAPE(TYP)

464

EQCRANEGIRDER

500

425

1050

RAIL

CR80

+9.00

CRANE RAIL 425

CUP TYPE RAIL CLIP

EQ

15

80

154

6

(TYP.)

500

500

500

ISA7

5X75

X6

ISA7

5X75

X6(T

YP)

75

50

75

HAND RAIL POST TOP CUT TO SHAPE(TYP)

STIFFENINGGIRDER

CRANE GIRDER

SECTION-EE

C OF ROOF LEGL875

315

1050

RAIL

CR80

+9.00

CRANE RAIL

SECTION-E'E'(MIRROR IMAGE)

HOLE FOR

SECTION -GG

DETAILS OF DUMMY GIRDER

GG

HOLE FOR BOLT

FOR SPLICE PLATE

RAIL

C OF

COLUMN

L

WOODEN

BUFFER

STOP

700 (TYP.)

HH

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

0-TP-CEG-01508

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

00GENERAL ARRANGEMENT OF

PRODUCTION SHOP

3) ATLEAST 5 % OF ROOF AREA IS TO BE COVERED USING POLYCARBONATE ROOF SHEETING FOR LIGHTING PURPOSE.

0-TP-CEG-01508

O1- OPENING -6000MM X 6000MM - 8 nos

1. Turboventilators (900mm dia) - 160 Nos. (Total)2. Ridge ventilators (900mm throat) - Full length of the building ridge3. 6mm Thick MS valley gutters with 3 mm thick FRP coating4. Approach ladder to roof top- 4 Nos

4) TWO CUT OUT OPENINGS TO BE PROVIDED WHEREVER CHIMNEY IS TO BE PLACED 5) NECESSARY LIFELINE ARRANGEMENT TO BE PROVIDED ON ROOF TOP FOR ITS MAINTENANCE.6) SOLDIER/SHEETING COLUMNS CAN BE PROVIDED AT - 6M SPACING WHERE MAIN COLUMNS ARE SPACED AT 12M -7.5M SPACING WHERE MAIN COLUMNS ARE SPACED AT 30M7) UTILITY LOAD OF 500 KG PER RUNNING METRE ON ALL STEEL COLUMNS AT 2.4M ABOVE CRANE BEAM LEVEL WITH ANECCENTRICITY OF 750MM MAY BE CONSIDERED.

00

O2- OPENING 2100MM x 1200MM