3
W1 EI ROOM 7500X 6000 3865 2365 1500 7730 SLOPE SLOPE SLOPE SLOPE SLOPE RIDGE LINE PLAN TERRACE PLAN W1 D1 3770 1200 1670 900 ELEVATION 1 SECTION A-A' 3770 230 SLOPE 1385 W1 R.N.UGHADE RITES / NAGPUR (J.K. NANDANWAR) GROUP GENERAL MANAGER (P) RITES / NAGPUR Dy.G.M (C) W1 W1 SCALE: 1 Of 1 RITES/NGP/GGM/BDG/EIHUT/02 1:100 29-08-2011 W1 W1 P.K. MADHUP RITES / MAUDA MANAGER (C) W1 3770 900 1200 230 CORRIDOR ELEVATION 2 SCHEDULE OF OPENINGS:- LINTEL DOORS OPENINGS TYPE SILL S.NO REMARKS LOCATION 1000X2100 2100 00 ROOM, KITCHEN WINDOWS & VENTILATORS 1500X1200 2100 2100 1000x900 1200 ROOM STORE, TOILET 900 750x2100 2100 00 BATH/W.C. 1200X2100 2100 00 MAIN ENTRANCE D3 TYPE S.NO D2 WINDOWS & VENTILATORS W1 3 W2 3 2 1 D1 2 1 ALUMINUM FRAME + SGW F-PVC+PVS CONCRETE FRAME FOR DOOR FD =FLUSH DOOR SHUTTER 2100 500X600 2670 BATH/W.C. V1 AS PER BOQ ITEMS F-PVC =FRAME POLYVINYL CHLORIDE PVS =POLYVINYL CHLORIDE SHUTTER SGW=SLIDING GLASS WINDOW SCHEDULE OF FINISHES (READ ALONG WITH SPECS.) S.NO. AREA FLOORS CEILING 1. WHITE WASH BATTERY ROOM WHITE WASH TOILET CERAMIC TILES WALLS OFFICES & CORRIDOR CERAMIC NON SLIPPERY FLOOR TILES OF SUITABLE APPROVED COLOUR GLAZED WALL TILES OF MATCHING SHADE WITH FLOOR UPTO DOOR HT. & WHITE WASH ABOVE 2. ACID & ALKALI RESISTANT TILES 3. HARDONITE FLOORING CEMENT CONC. SKIRTING & WHITE WASH ABOVE WHITE WASH CERAMIC TILES SKIRTING & OIL BOUND DISTEMPER OF APPD. COLOUR ABOVE ACID & ALKALI RESISTANT TILES DADO 2.4M HIGH & WHITE WASH ABOVE 4. WHITE WASH 5. EXTERNAL FINISH 18MM THK CEMENT PLASTER WITH COLOUR WASHING OF APPROPRIATE COLOUR ALL AS/SPECIFICATIONS. 6. DOOR & WINDOW BLUISH GREY SYNTHETIC ENAMEL PAINT WIRE GAUGE ON ALL WINDOWS GENERATOR ROOM, STORE ROOM, TOOL ROOM, FITTER ROOM TYPICAL SECTION SHOWING FOR EI HUT NOT TO SCALE TRANSVERSE SECTION SHOWING FOR EI HUT NOT TO SCALE GROUND LVL. 265.000 RAFT SLAB BOTT LVL. 262.880 RAFT SLAB TOP LVL.263.230 RAFT BEAM TOP LVL. 264.080 2400 1200 360 300 500 COLUMN SIZE =300X500MM 230 50 600 150 LINTEL BEAM 230X150MM CHAJJA ROOF BEAM SIZE =230X380 MM ROOF SLAB SIZE 120MM 230 120 380 230 120 380 350 350 850 PLINTH BEAM SIZE =230X380 MM PLINTH SLAB SIZE 120MM RAFT BEAM SIZE =350X850 MM RAFT SLAB SIZE 350MM TYPICAL DETAILS OF RAFT BEAM,PLINTH BEAM, ROOF BEAM & COLUMN ROOF SLAB TOP LVL. 274.340 500 PL LVL. 270.570 PCC SLAB BOTT LVL. 262.730 WELL COMPACT RUBBLE SOLING LVL. 264.430 ROOF BEAM BOTTOM LVL. 273.840 75 ROOF SLAB TOP LVL. 274.340 ROOF BEAM BOTTOM LVL. 273.840 SITE PLAN NOT TO SCALE PLINTH BOTTOM LVL. 270.050 PLINTH TOP LVL. 270.570 BOTTOM LVL 262.430 PCC BOTTOM LVL. 262.730 RAFT SLAB BOTTOM LVL 262.880 RAFT BEAM TOP LVL 264.080 NGL 265.000 SLAB TOP LEVEL 274.340 PLINTH AREA 247.411 SQM POWER SUPPLY EQUIPMENT ROOM 4000X6000 BATTERY ROOM 3000X6000 D1 SIGNAL MAINTAINER ROOM 3000X6000 CRANK HANDLE & SHUNTING STAFF ROOM 3000X6000 D2 SLOPE SLOPE W1 W1 230 230 230 230 D2 D1 900 CORRIDOR SECTION B-B' PL LVL. 270.570 W2 1200 900 RIDGE LINE RIDGE LINE RIDGE LINE RIDGE LINE SLOPE SLOPE SLOPE SLOPE SLOPE W1 W1 W1 W1 W1 W1 W1 D1 WATER PROOFING WATER PROOFING D1 FM C/L OF EI HUT AT CH:12/350 15000 7960 25810 X=6470.247E Y=4834.210N WATER PROOFING WATER PROOFING 2100 500 20 500 120 MM PLINTH SLAB RAFT BEAM BOTTOM LVL 263.230 5970 PLINTH BOTTOM LVL. 270.050 PLINTH TOP LVL. 270.570 BOTTOM LVL 262.430 PCC BOTTOM LVL. 262.730 RAFT SLAB BOTTOM LVL 262.880 RAFT BEAM TOP LVL 264.080 NGL 265.000 SLAB TOP LEVEL 274.340 RAFT BEAM BOTTOM LVL 263.230 150 THK PCC PROJECTING ALL AROUND 150MM 300 THK WELL COMPACT RUBBLE SOLING 150 THK PCC PROJECTING ALL AROUND 150MM RAFT SLAB 350THK RAFT SLAB 350 THK 500 GROUND LVL. 265.000 RAFT SLAB BOTT LVL. 262.880 RAFT SLAB TOP LVL.263.230 RAFT BEAM TOP LVL. 264.080 ROOF SLAB TOP LVL. 274.340 500 PL LVL. 270.570 PCC SLAB BOTT LVL. 262.730 WELL COMPACT RUBBLE SOLING LVL. 264.430 ROOF BEAM BOTTOM LVL. 273.840 500 D1 D1 D1 V1 W.C. 1000X 1500 W.C. TOILET 3700X3900 D3 D3 W2 V1 1000X 1500 W2 300 1000 585 500 515 500 415 URINALS 115 EF EF 1500 115 2285 1000 2585 1470 SAPTIK TANK 5X2X1.3 M W1 20 EF EF EF NOTES:-1 1. NECESSARY CABLE RAMPS & HOLES IN WALL HAVE TO BE PROVIDED FOR THE ENTRY OF CABLES FROM OUT SIDE. 2. THE OPENING 200mmX200mm TO BE PROVIDED ON FIRST FLOOR IN THE RELAY ROOM BELOW POWER PANEL FOR ENTRY OF POWER CABLES FROM GROUND FLOOR. 3. LINTELS SHALL BE PROVIDED WHERE EVER CABLE TRENCH CROSS THE WALL. 4. COLLAPSIBLE GATE TO BE PROVIDED FOR MAIN ENTRY TO RRI SIGNAL CABIN BUILDING IN THE GROUND FLOOR. 5. HOLES TO BE PROVIDED ON ROOF FLOOR ACCORDING TO THE REQUIREMENT OF S & T DEPARTMENT. 6. MINIMUM CLEAR HEIGHT IN RELAY ROOM SHOULD BE 3.00m. 7. THE CABLE DUCT TO BE PROVIDED IN THE ENTIRE CABLE ROOM SHOWN IN THE PLAN WHICH WILL BE 0.9m DEEP. 8. CHANDELLED WIRING SHOULD BE PROVIDED IN THE RELAY AND PANEL ROOM. 9. EMULSION BASED PAINT SHOULD BE PROVIDED FOR RELAY AND PANE ROOM. 10. PARAPET WALL TO 0.90m HEIGHT TO BE PROVIDED ALL ROUND THE OPEN TERRACE. 11. WASH BASIN AND MIRROR SHALL BE PROVIDED IN TOILET. 12. THE CABLE DUCT IN CABLE TERMINATION ROOM WILL BE COVERED WITH CHEQUERED PLATE TO BE PLACED ON TOP OF IT THE REC ESSED GRIP HANDLESS SHOLD BE PROVIDED FOR EACH CHEQUERED PLATES. 13. IRON GRILL TO BE PROVIDED FOR ALL WINDOWS OF GROUND FLOOR. 14. FOR TERMINATION OF WIRE IN THE PANEL OPERATION ROOM SUITABLE DUCTING TO BE DONE ON THE PANEL OPERATOR ROOM FLOOR AT THE TIME OF CASTING OF SLAB. 15. ROLLING SHUTTER TO BE PROVIDED IN GENERATOR ROOM. 16. THE SIZE OF CABLE DUCT IN OTHER ROOMS SHOULD BE 1 ' WIDE X 1' DEEP. 17. STEEL CHQURED PLATES RECESSED GRIP HANDLE SHOULD BE PROVIDED FOR CABLE ROOM AND ALUMINUM CHEQURED PLATES TO COVER THE CABLE DUCT IN OTHER ROOMS. 18. EXHAUST FAN O BE PROVIDED IN TOILETS ,EQPT. ROOM AND BATTERY ROOM. 19. THE FLOORING AND WALLS UP TO 2400mm HEIGHT IN THE BATTERY ROOM SHOULD BE PROVIDED WITH ACID PROOF TILES. 20. ACTUAL CABLE HOLES POSITION IN CONTROL ROOM WILL BE SHOWN BY S & T SITE INCHARGE AT THE TIME OF CONSTRUCTION . 21. ALL WINDOWS SHOULD BE OF ALLUMINIUM FRAME. 22. THE FLOORING OF ALL ROOMS SHALL BE FINISHED WITH CM 1:3 23. THE WHITE GAZED TILED DADO TO A HEIGHT OF 1200mm SHALL BE DONE IN TOILETS BLOCK. 24. THE CONTROL ROOM WALL SHALL BE FINISHED WITH MOSAIC DADOING FOR 750mm HEIGHT BEYONG WHICH SIDING GLASS PANEL WILL BE PROVIDED ON 3 (THREE) SIDES. 25. ALL ROUND SUN SHADE AND PEMAT FOR CURTAINS TO BE PROVIDED IN THE PANEL SHOULD OPEN OUT FOR VENTILATION. 26. FALLS CEILING SHOULD BE PROVIDED IN EI ROOM & POWER SUPPLY ROOM AS PER BOQ ITEMS TYPE FIXED WITH ALUMINUM 'T' 27. ELECTRICAL FITTINGS AS PER REQUIREMENTS WILL BE INTIMATED SEPARATELY. 28. ALL DIMENSIONS & LEVELS ARE IN METERS. 29. THE FLOORINGS OF ALL ROOMS SHALL BE FINISHED WITH TILES. 30. CLEAR HEIGHT OF ROOMS SHALL BE 3650 MM. 31. CHHAJJA PROJECTION PROVIDED 600 MM. 32. TWO NOS. OF SYNTAX WATER TANK OF 1000 LITERS CAPACITY SHALL BE PROVIDED ON THE TERRACE SLAB. D1 W2 D3 D3 SLOPE SLOPE 850 MM RAFT BEAM 350 MM RAFT SLAB 150MM P.C.C M-15 300MM WELL COMPACTED RUBBLE SOLING 850 MM RAFT BEAM 350 MM RAFT SLAB 150MM P.C.C M-15 300MM WELL COMPACTED RUBBLE SOLING D1 W1 25810 27010 9160 7732 CONCRETE FRAME +FD CONCRETE FRAME +FD ALUMINUM FRAME + SGW ALUMINUM FRAME FOR ALL WINDOW TWO TRACK SLIDING FOR NTPC / MAUDA 7960 9160 25580 3 TIER RACK 3 TIER RACK W1 W1 W1 W1 RIDGE LINE SLOPE

SITE PLAN C/L OF EI HUTAT CH:12/ · PDF filec/l of ei hutat ch:12/350 15000 7960 ... chajja roof beam size =230x380 mm roof slab size 120mm 230 120 380 230 120 380 ... raft beam bottom

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W1

EI ROOM

7500X 6000

38

65

23

65

15

00

77

30

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

RID

GE

L

IN

E

PLAN

TERRACE PLAN

W1

D1

37

70

12

00

16

70

90

0

ELEVATION 1

SECTION A-A'

37

70

230

S

L

O

P

E

13

85

W1

R.N.UGHADE

RITES / NAGPUR

(J.K. NANDANWAR)

GROUP GENERAL MANAGER (P)

RITES / NAGPUR

Dy.G.M (C)

W1

W1

SCALE:1 Of 1

RITES/NGP/GGM/BDG/EIHUT/02

1:100 29-08-2011

W1 W1

P.K. MADHUP

RITES / MAUDA

MANAGER (C)

W1

37

70

90

01

20

0

230

CORRIDOR

ELEVATION 2

SCHEDULE OF OPENINGS:-

LINTEL

DOORS

OPENINGSTYPE SILLS.NO REMARKS LOCATION

1000X2100210000

ROOM, KITCHEN

WINDOWS & VENTILATORS

1500X12002100

21001000x9001200

ROOM

STORE, TOILET

900

750x21002100

00

BATH/W.C.

1200X2100210000

MAIN ENTRANCE

D3

TYPES.NO

D2

WINDOWS & VENTILATORS

W1

3

W2

3

2

1

D1

2

1

ALUMINUM FRAME + SGW

F-PVC+PVS

CONCRETE FRAME FOR DOORFD =FLUSH DOOR SHUTTER

2100500X6002670

BATH/W.C.V1 AS PER BOQ ITEMS

F-PVC =FRAME POLYVINYL CHLORIDE

PVS =POLYVINYL CHLORIDE SHUTTER

SGW=SLIDING GLASS WINDOW

SCHEDULE OF FINISHES

(READ ALONG WITH SPECS.)

S.NO. AREA FLOORS CEILING

1.

WHITE WASH

BATTERY ROOM

WHITE WASH

TOILET

CERAMIC TILES

WALLS

OFFICES &

CORRIDOR

CERAMIC NON

SLIPPERY FLOOR

TILES OF SUITABLE

APPROVED

COLOUR

GLAZED WALL

TILES OF

MATCHING SHADE

WITH FLOOR UPTO

DOOR HT. & WHITE

WASH ABOVE

2.

ACID & ALKALI

RESISTANT TILES

3.

HARDONITE

FLOORING

CEMENT CONC.

SKIRTING &

WHITE WASH

ABOVE

WHITE WASH

CERAMIC TILES

SKIRTING & OIL

BOUND DISTEMPER

OF APPD. COLOUR

ABOVE

ACID & ALKALI

RESISTANT TILES

DADO 2.4M HIGH

& WHITE WASH

ABOVE

4.

WHITE WASH

5. EXTERNAL FINISH

18MM THK CEMENT PLASTER

WITH COLOUR WASHING OF

APPROPRIATE

COLOUR ALL AS/SPECIFICATIONS.

6. DOOR & WINDOW

BLUISH GREY SYNTHETIC ENAMEL PAINT

WIRE GAUGE ON ALL WINDOWS

GENERATOR ROOM,

STORE ROOM, TOOL ROOM,

FITTER ROOM

TYPICAL SECTION SHOWING FOR EI HUT

NOT TO SCALE

TRANSVERSE SECTION SHOWING FOR EI HUT

NOT TO SCALE

GROUND LVL. 265.000

RAFT SLAB BOTT LVL. 262.880

RAFT SLAB TOP LVL.263.230

RAFT BEAM TOP LVL. 264.080

2400

1200

360

300

50

0

COLUMN SIZE

=300X500MM

230

50

600

15

0

LINTEL BEAM

230X150MM

CHAJJA

ROOF BEAM SIZE =230X380 MM

ROOF SLAB SIZE 120MM

230

12

0

38

0

230

12

0

38

0

350

35

0

85

0

PLINTH BEAM SIZE =230X380 MM

PLINTH SLAB SIZE 120MM

RAFT BEAM SIZE =350X850 MM

RAFT SLAB SIZE 350MM

TYPICAL DETAILS OF RAFT BEAM,PLINTH BEAM,

ROOF BEAM & COLUMN

ROOF SLAB TOP LVL. 274.340

50

0

PL LVL. 270.570

PCC SLAB BOTT LVL. 262.730

WELL COMPACT RUBBLE SOLING

LVL. 264.430

ROOF BEAM BOTTOM LVL. 273.840

75

ROOF SLAB TOP LVL. 274.340

ROOF BEAM BOTTOM LVL. 273.840

SITE PLAN

NOT TO SCALE

PLINTH BOTTOM LVL. 270.050

PLINTH TOP LVL. 270.570

BOTTOM LVL 262.430

PCC BOTTOM LVL. 262.730

RAFT SLAB BOTTOM LVL 262.880

RAFT BEAM TOP LVL 264.080

NGL 265.000

SLAB TOP LEVEL 274.340

PLINTH AREA 247.411 SQM

POWER SUPPLY

EQUIPMENT ROOM

4000X6000

BATTERY

ROOM

3000X6000

D1

SIGNAL

MAINTAINER

ROOM

3000X6000

CRANK

HANDLE &

SHUNTING

STAFF ROOM

3000X6000

D2

S

L

O

P

E

S

L

O

P

E

W1

W1

230

230

230 230

D2

D1

90

0

CORRIDOR

SECTION B-B'

PL LVL. 270.570

W2

12

00

90

0

RID

GE

L

IN

E

RID

GE

L

IN

E

RID

GE

L

IN

E

RID

GE

L

IN

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

W1

W1

W1W1 W1

W1 W1

D1

WATER PROOFING

WATER PROOFING

D1

FM

C

/

L

O

F

E

I

H

U

T

A

T

C

H

:

1

2

/

3

5

0

1

5

0

0

0

7

9

6

0

2

5

8

1

0

X=6470.247E

Y=4834.210N

WATER PROOFING

WATER PROOFING

21

00

50

0

20

50

0

120 MM PLINTH SLAB

RAFT BEAM BOTTOM LVL 263.230

59

70

PLINTH BOTTOM LVL. 270.050

PLINTH TOP LVL. 270.570

BOTTOM LVL 262.430

PCC BOTTOM LVL. 262.730

RAFT SLAB BOTTOM LVL 262.880

RAFT BEAM TOP LVL 264.080

NGL 265.000

SLAB TOP LEVEL 274.340

RAFT BEAM BOTTOM LVL 263.230

150 THK PCC PROJECTING

ALL AROUND 150MM

300 THK WELL COMPACT

RUBBLE SOLING

150 THK PCC PROJECTING

ALL AROUND 150MM

RAFT SLAB 350THK

RAFT SLAB 350 THK

50

0

GROUND LVL. 265.000

RAFT SLAB BOTT LVL. 262.880

RAFT SLAB TOP LVL.263.230

RAFT BEAM TOP LVL. 264.080

ROOF SLAB TOP LVL. 274.340

50

0

PL LVL. 270.570

PCC SLAB BOTT LVL. 262.730

WELL COMPACT RUBBLE SOLING

LVL. 264.430

ROOF BEAM BOTTOM LVL. 273.840

50

0

D1 D1 D1

V1

W.C.

1000X

1500

W.C.

TOILET

3700X3900

D3 D3

W2

V1

1000X

1500

W2

30

0

1000

58

5

50

0

51

5

50

0

41

5

URINALS

11

5

EF

EF

15

00

11

5

22

85

1000

2585

1470

SAPTIK TANK

5X2X1.3 M

W1

20

EF EF EF

NOTES:-1

1. NECESSARY CABLE RAMPS & HOLES IN WALL HAVE TO BE PROVIDED FOR THE ENTRY OF CABLES FROM OUT SIDE.

2. THE OPENING 200mmX200mm TO BE PROVIDED ON FIRST FLOOR IN THE RELAY ROOM BELOW POWER PANEL FOR

ENTRY OF POWER CABLES FROM GROUND FLOOR.

3. LINTELS SHALL BE PROVIDED WHERE EVER CABLE TRENCH CROSS THE WALL.

4. COLLAPSIBLE GATE TO BE PROVIDED FOR MAIN ENTRY TO RRI SIGNAL CABIN BUILDING IN THE GROUND FLOOR.

5. HOLES TO BE PROVIDED ON ROOF FLOOR ACCORDING TO THE REQUIREMENT OF S & T DEPARTMENT.

6. MINIMUM CLEAR HEIGHT IN RELAY ROOM SHOULD BE 3.00m.

7. THE CABLE DUCT TO BE PROVIDED IN THE ENTIRE CABLE ROOM SHOWN IN THE PLAN WHICH WILL BE 0.9m DEEP.

8. CHANDELLED WIRING SHOULD BE PROVIDED IN THE RELAY AND PANEL ROOM.

9. EMULSION BASED PAINT SHOULD BE PROVIDED FOR RELAY AND PANE ROOM.

10. PARAPET WALL TO 0.90m HEIGHT TO BE PROVIDED ALL ROUND THE OPEN TERRACE.

11. WASH BASIN AND MIRROR SHALL BE PROVIDED IN TOILET.

12. THE CABLE DUCT IN CABLE TERMINATION ROOM WILL BE COVERED WITH CHEQUERED PLATE TO BE PLACED ON

TOP OF IT THE REC ESSED GRIP HANDLESS SHOLD BE PROVIDED FOR EACH CHEQUERED PLATES.

13. IRON GRILL TO BE PROVIDED FOR ALL WINDOWS OF GROUND FLOOR.

14. FOR TERMINATION OF WIRE IN THE PANEL OPERATION ROOM SUITABLE DUCTING TO BE DONE ON THE PANEL

OPERATOR ROOM FLOOR AT THE TIME OF CASTING OF SLAB.

15. ROLLING SHUTTER TO BE PROVIDED IN GENERATOR ROOM.

16. THE SIZE OF CABLE DUCT IN OTHER ROOMS SHOULD BE 1 ' WIDE X 1' DEEP.

17. STEEL CHQURED PLATES RECESSED GRIP HANDLE SHOULD BE PROVIDED FOR CABLE ROOM AND ALUMINUM

CHEQURED PLATES TO COVER THE CABLE DUCT IN OTHER ROOMS.

18. EXHAUST FAN O BE PROVIDED IN TOILETS ,EQPT. ROOM AND BATTERY ROOM.

19. THE FLOORING AND WALLS UP TO 2400mm HEIGHT IN THE BATTERY ROOM SHOULD BE PROVIDED WITH ACID

PROOF TILES.

20. ACTUAL CABLE HOLES POSITION IN CONTROL ROOM WILL BE SHOWN BY S & T SITE INCHARGE AT THE TIME OF

CONSTRUCTION .

21. ALL WINDOWS SHOULD BE OF ALLUMINIUM FRAME.

22. THE FLOORING OF ALL ROOMS SHALL BE FINISHED WITH CM 1:3

23. THE WHITE GAZED TILED DADO TO A HEIGHT OF 1200mm SHALL BE DONE IN TOILETS BLOCK.

24. THE CONTROL ROOM WALL SHALL BE FINISHED WITH MOSAIC DADOING FOR 750mm HEIGHT BEYONG WHICH

SIDING GLASS PANEL WILL BE PROVIDED ON 3 (THREE) SIDES.

25. ALL ROUND SUN SHADE AND PEMAT FOR CURTAINS TO BE PROVIDED IN THE PANEL SHOULD OPEN OUT FOR

VENTILATION.

26. FALLS CEILING SHOULD BE PROVIDED IN EI ROOM & POWER SUPPLY ROOM AS PER BOQ ITEMS TYPE FIXED WITH

ALUMINUM 'T'

27. ELECTRICAL FITTINGS AS PER REQUIREMENTS WILL BE INTIMATED SEPARATELY.

28. ALL DIMENSIONS & LEVELS ARE IN METERS.

29. THE FLOORINGS OF ALL ROOMS SHALL BE FINISHED WITH TILES.

30. CLEAR HEIGHT OF ROOMS SHALL BE 3650 MM.

31. CHHAJJA PROJECTION PROVIDED 600 MM.

32. TWO NOS. OF SYNTAX WATER TANK OF 1000 LITERS CAPACITY SHALL BE PROVIDED ON THE TERRACE SLAB.

D1

W2

D3 D3

S

L

O

P

E

S

L

O

P

E

850 MM RAFT BEAM

350 MM RAFT SLAB

150MM P.C.C M-15

300MM WELL COMPACTED

RUBBLE SOLING

850 MM RAFT BEAM

350 MM RAFT SLAB

150MM P.C.C M-15

300MM WELL COMPACTED

RUBBLE SOLING

D1

W1

25810

27010

91

60

77

32

CONCRETE FRAME +FD

CONCRETE FRAME +FD

ALUMINUM FRAME + SGW

ALUMINUM FRAME FOR ALL WINDOW TWO TRACK SLIDING

FOR NTPC / MAUDA

79

60

91

60

25580

3 T

IE

R R

AC

K

3 T

IE

R R

AC

K

W1

W1

W1

W1

RID

GE

L

IN

E

S

L

O

P

E

D1

W1

38

65

23

65

15

00

W1

100Ï R.W. PIPE 100Ï R.W. PIPE 100Ï R.W. PIPE100Ï R.W. PIPE 100Ï R.W. PIPE

100Ï R.W. PIPE

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

RID

GE

LIN

E

RID

GE

LIN

E

RID

GE

LIN

E

RID

GE

LIN

E

RID

GE

LIN

E

TERRACE PLAN

W1

D1

ELEVATION 1

SECTION A-A'

W1W1

EF

S

L

O

P

ES

L

O

P

E

S

L

O

P

E

13

85

W1 W1

W1

EFEF

R.N.UGHADE

RITES / NAGPUR

(J.K. NANDANWAR)

GROUP GENERAL MANAGER (P)

RITES / NAGPUR

Dy.G.M (C)

W1

W1

SCALE:1 Of 1

1:1000 29-08-2011

W1 W1

P.K. MADHUP

RITES / MAUDA

MANAGER (C)

W1

CORRIDOR

ELEVATION 2

TYPICAL SECTION SHOWING FOR PANEL BUILDING

NOT TO SCALE

2400

1200

360

11

52

300

40

0

COLUMN SIZE

=300X500MM

230

50

600

15

0

LINTEL BEAM

230X150MM

CHAJJA

ROOF BEAM SIZE

=230X380 MM

ROOF SLAB SIZE 120MM

230

12

0

38

0

230

12

0

38

0

230

23

0

37

0

PLINTH BEAM SIZE =230X380 MM

PLINTH SLAB SIZE 120MM

RAFT BEAM SIZE =350X850 MM

RAFT SLAB SIZE 230MM

TYPICAL DETAILS OF RAFT BEAM,PLINTH BEAM, ROOF

BEAM & COLUMN

ROOF SLAB TOP LVL. 274.340

3.2

70

M

50

0

PL LVL. 270.570

5.6

33

0.4

M

ROOF BEAM BOTTOM LVL. 273.840

75

ROOF SLAB TOP LVL. 274.340

ROOF BEAM BOTTOM LVL. 273.840

S & T SUPERVISOR

ROOM 4000X6000

TMS (FOIS) ROOM

7230X6000

D1

W2

TNC ROOM

6230X6000

VERANDAH 1.5 M WIDE

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

RID

GE

LIN

E

RID

GE

LIN

E

W1

W1

W1

W1

230 230

230

230 230 230 230 230 230

W1 W1

D1

D1

W1

D1

W1

D1

W1

D1 D1

W1 W1 W1W1

230

230

230

90

0

CORRIDOR

SECTION B-B'

50

0

ROOF SLAB TOP LVL. 278.110

ROOF BEAM BOTTOM LVL. 277.610

ROOF SLAB TOP LVL. 278.110

ROOF BEAM BOTTOM LVL. 277.610

3.2

70

WC & TOILET

ROOM

3000X6000

230

W1W1W1

230

PLINTH BOTTOM LVL. 270.050

PLINTH TOP LVL. 270.570

BOTTOM LVL 262.430

PCC BOTTOM LVL. 262.730

RAFT SLAB BOTTOM LVL 262.880

RAFT BEAM TOP LVL 264.080

NGL 265.000

SLAB TOP LEVEL 274.340

RAFT BEAM BOTTOM LVL 263.230

SLAB TOP LEVEL 278.110

850 MM RAFT BEAM

350 MM RAFT SLAB

300MM COMPACTED

RUBBLE SOLING

150MM P.C.C M-15

850 MM RAFT BEAM

350 MM RAFT SLAB

300MM COMPACTED

RUBBER SOLING

150MM P.C.C M-15

D1D1

W1 W1

EI ROOM

7500 X 6000

38

65

23

65

15

00

W1

77

30

EF

13

85

EF

W1

W1

PLINTH AREA 368.506 SQM

POWER SUPPLY

EQUIPMENT ROOM

4000X6000

BATTERY

ROOM

3000X6000

D1

BATTERY

ROOM

4000X2500

W2

D2

OFC/TELE

ROOM

4000X3500

MAINTAINER

ROOM

3000X6000

S & T STORE

ROOM

3000X6000

TXR ROOM

3000X6000

VERANDAH 1.5 M WIDE

FITTER ROOM

3000X3000

W1

W1 W1

W1

W2

D1

W1

D2

WC & TOILET

ROOM

3000X6000

TOOL ROOM

3000X3000

W1

D2

PLAN (GROUND FLOOR)

PLAN (FIRST FLOOR)

W2

W1

DOUBLE

PANEL

COLLASIBLE

GATE

UP

DN

UP

DN

UP

STAIR CASE

DN

UP

DN

TERRACE

W1

W1

PANEL ROOM

7500 X 6000

W1

W1

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

100Ï R.W. PIPE100Ï R.W. PIPE

W1

D2D2

W2

D1D1

D1

W2

D1

W2

D1

W2

D1W1

230

W2

1640

W1 W1 W1

W1

W1

D1

W1

D1

D1

D1 W1

D2

D2

W1

W1

W1

BOTTOM LVL 262.430

PCC BOTTOM LVL. 262.730

RAFT SLAB BOTTOM LVL 262.880

RAFT BEAM TOP LVL 264.080

NGL 265.000

RAFT BEAM BOTTOM LVL 263.230

PLINTH BOTTOM LVL. 270.050

PLINTH TOP LVL. 270.570

BOTTOM LVL 262.430

PCC BOTTOM LVL. 262.730

NGL 265.000

SLAB TOP LEVEL 274.340

SLAB TOP LEVEL 278.110

SLAB BOTTOM LEVEL 280.610

LINTEL LEVEL 272.670

850 MM RAFT BEAM

350 MM RAFT SLAB

300MM COMPACTED

RUBBER SOLING

150MM P.C.C M-15

850 MM RAFT BEAM

350 MM RAFT SLAB

300MM COMPACTED

RUBBER SOLING

150MM P.C.C M-15

SLAB TOP LEVEL 274.340

SLAB TOP LEVEL 278.110

PLINTH TOP LVL. 270.570

PLINTH BOTTOM LVL. 270.050

BOTTOM LVL 262.430

PCC BOTTOM LVL. 262.730

RAFT SLAB BOTTOM LVL 262.880

RAFT BEAM TOP LVL 264.080

NGL 265.000

RAFT BEAM BOTTOM LVL 263.230

BOTTOM LVL 262.430

PCC BOTTOM LVL. 262.730

RAFT SLAB BOTTOM LVL 262.880

RAFT BEAM TOP LVL 264.080

NGL 265.000

RAFT BEAM BOTTOM LVL 263.230

ROOF BEAM BOTTOM LVL. 280.230

50

0

ROOF SLAB TOP LVL. 280.730

ROOF BEAM BOTTOM LVL. 280.230

GROUND LVL. 265.000

RAFT SLAB BOTT LVL. 262.880

RAFT SLAB TOP LVL.263.230

RAFT BEAM TOP LVL. 264.080

PCC SLAB BOTT LVL. 262.730

WELL COMPACT RUBBLE SOLING LVL. 264.430

150 THK PCC PROJECTING

ALL AROUND 150MM

300 THK WELL COMPACT

RUBBLE SOLING

850 MM RAFT BEAM

350 MM RAFT SLAB

300MM COMPACTED

RUBBLE SOLING

150MM P.C.C M-15

SCHEDULE OF OPENINGS:-

LINTEL

DOORS

OPENINGSTYPE SILLS.NO REMARKS LOCATION

1000X2100210000

ROOM, KITCHEN

WINDOWS & VENTILATORS

1500X12002100

21001000x9001200

ROOM

STORE, TOILET

900

750x21002100

00

BATH/W.C.

1200X2100210000

MAIN ENTRANCE

D3

TYPES.NO

D2

WINDOWS & VENTILATORS

W1

3

W2

3

2

1

D1

2

1

ALUMINUM FRAME + SGW

F-PVC+PVS

CONCRETE FRAME FOR DOORFD =FLUSH DOOR SHUTTER

2100500X6002670

BATH/W.C.V1 AS PER BOQ ITEMS

F-PVC =FRAME POLYVINYL CHLORIDE

PVS =POLYVINYL CHLORIDE SHUTTER

SGW=SLIDING GLASS WINDOW

SCHEDULE OF FINISHES

(READ ALONG WITH SPECS.)

S.NO. AREA FLOORS CEILING

1.

WHITE WASH

BATTERY ROOM

WHITE WASH

TOILET

CERAMIC TILES

WALLS

OFFICES &

CORRIDOR

CERAMIC NON

SLIPPERY FLOOR

TILES OF SUITABLE

APPROVED COLOUR

GLAZED WALL TILES

OF MATCHING SHADE

WITH FLOOR UPTO

DOOR HT. & WHITE

WASH ABOVE

2.

ACID & ALKALI

RESISTANT TILES

3.

HARDONITE

FLOORING

CEMENT CONC.

SKIRTING &

WHITE WASH

ABOVE

WHITE WASH

CERAMIC TILES

SKIRTING & OIL

BOUND DISTEMPER

OF APPD. COLOUR

ABOVE

ACID & ALKALI

RESISTANT TILES

DADO 2.4M HIGH

& WHITE WASH

ABOVE

4.

WHITE WASH

5. EXTERNAL FINISH

18MM THK CEMENT PLASTER

WITH COLOUR WASHING OF

APPROPRIATE

COLOUR ALL AS/SPECIFICATIONS.

6. DOOR & WINDOW

BLUISH GREY SYNTHETIC ENAMEL PAINT

WIRE GAUGE ON ALL WINDOWS

GENERATOR ROOM,

STORE ROOM, TOOL

ROOM, FITTER ROOM

NOTES:-1

1. NECESSARY CABLE RAMPS & HOLES IN WALL HAVE TO BE PROVIDED FOR THE ENTRY OF

CABLES FROM OUT SIDE.

2. THE OPENING 200mmX200mm TO BE PROVIDED ON FIRST FLOOR IN THE RELAY ROOM BELOW

POWER PANEL FOR ENTRY OF POWER CABLES FROM GROUND FLOOR.

3. LINTELS SHALL BE PROVIDED WHERE EVER CABLE TRENCH CROSS THE WALL.

4. COLLAPSIBLE GATE TO BE PROVIDED FOR MAIN ENTRY TO RRI SIGNAL CABIN BUILDING IN THE

GROUND FLOOR.

5. HOLES TO BE PROVIDED ON ROOF FLOOR ACCORDING TO THE REQUIREMENT OF S & T

DEPARTMENT.

6. MINIMUM CLEAR HEIGHT IN RELAY ROOM SHOULD BE 3.00m.

7. THE CABLE DUCT TO BE PROVIDED IN THE ENTIRE CABLE ROOM SHOWN IN THE PLAN WHICH

WILL BE 0.9m DEEP.

8. CHANDELLED WIRING SHOULD BE PROVIDED IN THE RELAY AND PANEL ROOM.

9. EMULSION BASED PAINT SHOULD BE PROVIDED FOR RELAY AND PANE ROOM.

10. PARAPET WALL TO 0.90m HEIGHT TO BE PROVIDED ALL ROUND THE OPEN TERRACE.

11. WASH BASIN AND MIRROR SHALL BE PROVIDED IN TOILET.

12. THE CABLE DUCT IN CABLE TERMINATION ROOM WILL BE COVERED WITH CHEQUERED PLATE

TO BE PLACED ON TOP OF IT THE REC ESSED GRIP HANDLESS SHOLD BE PROVIDED FOR

EACH CHEQUERED PLATES.

13. IRON GRILL TO BE PROVIDED FOR ALL WINDOWS OF GROUND FLOOR.

14. FOR TERMINATION OF WIRE IN THE PANEL OPERATION ROOM SUITABLE DUCTING TO BE DONE

ON THE PANEL OPERATOR ROOM FLOOR AT THE TIME OF CASTING OF SLAB.

15. ROLLING SHUTTER TO BE PROVIDED IN GENERATOR ROOM.

16. THE SIZE OF CABLE DUCT IN OTHER ROOMS SHOULD BE 1 ' WIDE X 1' DEEP.

17. STEEL CHQURED PLATES RECESSED GRIP HANDLE SHOULD BE PROVIDED FOR CABLE ROOM

AND ALUMINUM CHEQURED PLATES TO COVER THE CABLE DUCT IN OTHER ROOMS.

18. EXHAUST FAN O BE PROVIDED IN TOILETS ,EQPT. ROOM AND BATTERY ROOM.

19. THE FLOORING AND WALLS UP TO 2400mm HEIGHT IN THE BATTERY ROOM SHOULD BE

PROVIDED WITH ACID PROOF TILES.

20. ACTUAL CABLE HOLES POSITION IN CONTROL ROOM WILL BE SHOWN BY S & T SITE INCHARGE

AT THE TIME OF CONSTRUCTION .

21. ALL WINDOWS SHOULD BE OF ALLUMINIUM FRAME.

22. THE FLOORING OF ALL ROOMS SHALL BE FINISHED WITH CM 1:3

23. THE WHITE GAZED TILED DADO TO A HEIGHT OF 1200mm SHALL BE DONE IN TOILETS BLOCK.

24. THE CONTROL ROOM WALL SHALL BE FINISHED WITH MOSAIC DADOING FOR 750mm HEIGHT

BEYONG WHICH SIDING GLASS PANEL WILL BE PROVIDED ON 3 (THREE) SIDES.

25. ALL ROUND SUN SHADE AND PEMAT FOR CURTAINS TO BE PROVIDED IN THE PANEL SHOULD

OPEN OUT FOR VENTILATION.

26. FALLS CEILING SHOULD BE PROVIDED IN EI ROOM & POWER SUPPLY ROOM AS PER BOQ

ITEMS TYPE FIXED WITH ALUMINUM 'T'

27. ELECTRICAL FITTINGS AS PER REQUIREMENTS WILL BE INTIMATED SEPARATELY.

28. ALL DIMENSIONS & LEVELS ARE IN METERS.

29. THE FLOORINGS OF ALL ROOMS SHALL BE FINISHED WITH TILES.

30. CLEAR HEIGHT OF ROOMS SHALL BE 3650 MM.

31. CHHAJJA PROJECTION PROVIDED 600 MM.

32. TWO NOS. OF SYNTAX WATER TANK OF 1000 LITERS CAPACITY SHALL BE PROVIDED ON THE

TERRACE SLAB.

CONCRETE FRAME +FD

CONCRETE FRAME +FD

ALUMINUM FRAME + SGW

ALUMINUM FRAME FOR ALL WINDOW TWO TRACK SLIDING

FOR NTPC /

MAUDA

150 THK PCC PROJECTING

ALL AROUND 150MM

300 THK WELL COMPACT

RUBBLE SOLING

NATURAL GROUND LVL. 265.000

RAFT SLAB BOTTOM LVL. 262.880

RAFT SLAB TOP LVL.263.230

RAFT BEAM TOP LVL. 264.080

PCC SLAB BOTTOM LVL. 262.730

WELL COMPACT RUBBLE SOLING

LEVEL 264.430

RAFT SLAB 350THK

RAFT SLAB 350 THK

GROUND LVL. 265.000

PLINTH LEVEL 270.570

40230

38800

BOTTOM LVL 262.430

PCC BOTTOM LVL. 262.730

RAFT SLAB BOTTOM LVL 262.880

RAFT BEAM TOP LVL 264.080

NGL 265.000

RAFT BEAM BOTTOM LVL 263.230

SLAB TOP LEVEL 274.340

SLAB TOP LEVEL 278.110

PLINTH TOP LVL. 270.570

PLINTH BOTTOM LVL. 270.050

91

60

39030

79

60

FUTURE HOPPER LINE

5

8

6

4

.8

X

=

6

5

7

9

Y

=

6

2

7

5

CH

: 10

417.8

01m

C/L O

F P

AN

EL

BU

ILD

IN

G A

T

CH

:10/500

39030

7960

15000

X=6488.088E

Y=6142.532N

79

60

62

30

W1

W1

SLAB TOP LEVEL 280.730

LINTEL LEVEL 276.440

LINTEL LEVEL 276.440

LINTEL LEVEL 272.670

SLAB BOTTOM LEVEL 280.610

SLAB TOP LEVEL 280.730

LINTEL LEVEL 276.440

LINTEL LEVEL 272.670

W1

SLAB TOP LEVEL 280.730

LINTEL LEVEL 276.440

LINTEL LEVEL 272.670

SLAB TOP LEVEL 280.730

SLAB BEAM BOTTOM LEVEL 280.230

SLAB BOTTOM LEVEL 280.610

SLAB TOP LEVEL 280.730

SLAB BEAM BOTTOM LEVEL 280.230

SLAB BEAM BOTTOM LEVEL 280.230

SLAB BOTTOM LEVEL 280.610

SLAB BEAM BOTTOM LEVEL 280.230

UR

IN

AL

S

W.C

.

1500X

1000

W.C

.

D3

D3

V1

V1

1500X

1000

670

585

500

515

500

415

115

1500

W2

UR

IN

AL

S

W.C

.

1500X

1000

W.C

.

D3

D3

1500X

1000

W2

W2

V1

V1

670

585

500

515

500

415

115

EF

EF

1829

W2

HEIGHT

OF WALL

1402.08

AC ROOM

D2

3 T

IE

R L

OF

T3

T

IE

R L

OF

T

3 T

IE

R R

AC

K

77

30

3 T

IE

R L

OF

T

3 T

IE

R R

AC

K

3 TIER RACK

3 T

IE

R R

AC

K

3 T

IE

R R

AC

K

3 TIER LOFT

STAIR CASE

3000X6000

4 CG 2860X2400 DOUBLE PANE COLLAPSIBLE GATE

D1

0

D1

W1

38

65

23

65

15

00

100Ï R.W. PIPE 100Ï R.W. PIPE 100Ï R.W. PIPE100Ï R.W. PIPE 100Ï R.W. PIPE

100Ï R.W. PIPE

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

TERRACE PLAN

W1

D1

ELEVATION 1

SECTION A-A'

W1

S

L

O

P

ES

L

O

P

E

S

L

O

P

E

13

85

W1

W1

R.N.UGHADE

RITES / NAGPUR

(J.K. NANDANWAR)

GROUP GENERAL MANAGER (P)

RITES / NAGPUR

Dy.G.M (C)

W1

W1

SCALE:1 Of 1

RITES/NGP/GGM/BDG/ TIPPLER YARD/02

1:1000 29-08-2011

W1 W1

P.K. MADHUP

RITES / MAUDA

MANAGER (C)

W1

CORRIDOR

ELEVATION 2

TYPICAL SECTION SHOWING FOR PANEL BUILDING

NOT TO SCALE

2400

1200

360

11

52

300

40

0

COLUMN SIZE

=300X500MM

230

50

600

15

0

LINTEL BEAM

230X150MM

CHAJJA

ROOF BEAM SIZE

=230X380 MM

ROOF SLAB SIZE 120MM

230

12

0

38

0

230

12

0

38

0

230

23

0

37

0

PLINTH BEAM SIZE =230X380 MM

PLINTH SLAB SIZE 120MM

RAFT BEAM SIZE =350X850 MM

RAFT SLAB SIZE 230MM

TYPICAL DETAILS OF RAFT

BEAM,PLINTH BEAM, ROOF

BEAM & COLUMN

ROOF SLAB TOP LVL. 277.273

3.2

70

M

50

0

PL LVL. 273.503

5.6

33

0.4

M

ROOF BEAM BOTTOM LVL. 276.773

75

RECEPTION YARD

MAIN LINE CSR 930 M

RECEIPTION LINE CSR 829 M

MAIN LINE CSR 1120 M

RECEIPTION LINE CSR 829 M

PROPOSED LOCATION OF S & T

SERVICE BUILDING SIZE

35800X7960 MM RECEPTION

YARD FOR NTPC MAUDA

SITE PLAN

NOT TO SCALE

S & T SUPERVISOR

ROOM 4000X6000

VERANDAH 1.5 M WIDE

S

L

O

P

E

S

L

O

P

E

W1

W1

W1

230 230

230

230230 230 230 230 230

D1

W1

D1

W1

D1

W1

D1 D1

W1 W1 W1W1

230

230

230

90

0

CORRIDOR

SECTION B-B'

50

0

ROOF SLAB TOP LVL. 281.043

ROOF BEAM BOTTOM LVL. 280.543

47

07

230

W1W1W1

230

PLINTH BOTTOM LVL. 272.980

PLINTH TOP LVL. 273.503

BOTTOM LVL 264.800

PCC BOTTOM LVL. 265.100

RAFT SLAB BOTTOM LVL 265.250

RAFT BEAM TOP LVL 266.450

NGL 267.370

SLAB TOP LEVEL 277.273

RAFT BEAM BOTTOM LVL 265.600

SLAB TOP LEVEL 280.043

850 MM RAFT BEAM

350 MM RAFT SLAB

300MM COMPACTED

RUBBLE SOLING

150MM P.C.C M-15

850 MM RAFT BEAM

350 MM RAFT SLAB

300MM COMPACTED

RUBBLE SOLING

150MM P.C.C M-15

D1D1

W1

EI ROOM

7500 X 6000

38

65

23

65

15

00

77

30

13

85

W1

W1

PLINTH AREA 339.346 SQM

POWER SUPPLY

EQUIPMENT ROOM

4000X6000

BATTERY

ROOM

3000X6000

D1

W2

MAINTAINER

ROOM

3000X6000

S & T STORE

ROOM

3000X6000

VERANDAH 1.5 M WIDE

W1

W1

W2

D1

W1

D2

WC & TOILET

ROOM

3000X6000

DIESEL

GENERATOR

ROOM

3000X6000

PLAN (GROUND FLOOR)

PLAN (FIRST FLOOR)

W2

W1

STAIR CASE

3000X6000

UP

DN

UP

DN

UP

STAIR CASE

3000X6000

DN

UP

DN

TERRACE

W1

W1

PANEL ROOM

7500 X 6000

W1

W1

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

100Ï R.W. PIPE100Ï R.W. PIPE

W1

D2D2

W2

D1D1

W2

D1

W2

D1

W2

230

W2

1640

W1

W1

D1

850 MM RAFT BEAM

350 MM RAFT SLAB

300MM COMPACTED

RUBBER SOLING

150MM P.C.C M-15

850 MM RAFT BEAM

350 MM RAFT SLAB

300MM COMPACTED

RUBBER SOLING

150MM P.C.C M-15

50

0

ROOF SLAB TOP LVL. 283.663

ROOF BEAM BOTTOM LVL. 283.163

GROUND LVL. 267.370

RAFT SLAB BOTT LVL. 265.250

RAFT SLAB TOP LVL.265.600

RAFT BEAM TOP LVL. 266.450

PCC SLAB BOTT LVL. 265.100

WELL COMPACT RUBBLE SOLING LVL. 264.800

150 THK PCC PROJECTING

ALL AROUND 150MM

300 THK WELL COMPACT

RUBBLE SOLING

850 MM RAFT BEAM

350 MM RAFT SLAB

300MM COMPACTED

RUBBLE SOLING

150MM P.C.C M-15

SCHEDULE OF OPENINGS:-

LINTEL

DOORS

OPENINGSTYPE SILLS.NO REMARKS LOCATION

1000X2100210000

ROOM, KITCHEN

WINDOWS & VENTILATORS

1500X12002100

21001000x9001200

ROOM

STORE, TOILET

900

750x2100 210000

BATH/W.C.

1200X2100210000

MAIN ENTRANCE

D3

TYPES.NO

D2

WINDOWS & VENTILATORS

W1

3

W2

3

2

1

D1

2

1

ALUMINUM FRAME + SGW

F-PVC+PVS

CONCRETE FRAME FOR DOORFD =FLUSH DOOR SHUTTER

2100500X6002670

BATH/W.C.V1 AS PER BOQ ITEMS

F-PVC =FRAME POLYVINYL CHLORIDE

PVS =POLYVINYL CHLORIDE SHUTTER

SGW=SLIDING GLASS WINDOW

SCHEDULE OF FINISHES

(READ ALONG WITH SPECS.)

S.NO. AREA FLOORS CEILING

1.

WHITE WASH

BATTERY ROOM

WHITE WASH

TOILET

CERAMIC TILES

WALLS

OFFICES &

CORRIDOR

CERAMIC NON

SLIPPERY FLOOR

TILES OF SUITABLE

APPROVED COLOUR

GLAZED WALL

TILES OF

MATCHING SHADE

WITH FLOOR UPTO

DOOR HT. & WHITE

WASH ABOVE

2.

ACID & ALKALI

RESISTANT TILES

3.

HARDONITE

FLOORING

CEMENT CONC.

SKIRTING &

WHITE WASH

ABOVE

WHITE WASH

CERAMIC TILES

SKIRTING & OIL

BOUND DISTEMPER

OF APPD. COLOUR

ABOVE

ACID & ALKALI

RESISTANT TILES

DADO 2.4M HIGH

& WHITE WASH

ABOVE

4.

WHITE WASH

5. EXTERNAL FINISH

18MM THK CEMENT PLASTER

WITH COLOUR WASHING OF

APPROPRIATE

COLOUR ALL AS/SPECIFICATIONS.

6. DOOR & WINDOW

BLUISH GREY SYNTHETIC ENAMEL PAINT

WIRE GAUGE ON ALL WINDOWS

GENERATOR ROOM,

STORE ROOM, TOOL

ROOM, FITTER ROOM

NOTES:-1

1. NECESSARY CABLE RAMPS & HOLES IN WALL HAVE TO BE PROVIDED FOR THE ENTRY OF

CABLES FROM OUT SIDE.

2. THE OPENING 200mmX200mm TO BE PROVIDED ON FIRST FLOOR IN THE RELAY ROOM BELOW

POWER PANEL FOR ENTRY OF POWER CABLES FROM GROUND FLOOR.

3. LINTELS SHALL BE PROVIDED WHERE EVER CABLE TRENCH CROSS THE WALL.

4. COLLAPSIBLE GATE TO BE PROVIDED FOR MAIN ENTRY TO RRI SIGNAL CABIN BUILDING IN THE

GROUND FLOOR.

5. HOLES TO BE PROVIDED ON ROOF FLOOR ACCORDING TO THE REQUIREMENT OF S & T

DEPARTMENT.

6. MINIMUM CLEAR HEIGHT IN RELAY ROOM SHOULD BE 3.00m.

7. THE CABLE DUCT TO BE PROVIDED IN THE ENTIRE CABLE ROOM SHOWN IN THE PLAN WHICH

WILL BE 0.9m DEEP.

8. CHANDELLED WIRING SHOULD BE PROVIDED IN THE RELAY AND PANEL ROOM.

9. EMULSION BASED PAINT SHOULD BE PROVIDED FOR RELAY AND PANE ROOM.

10. PARAPET WALL TO 0.90m HEIGHT TO BE PROVIDED ALL ROUND THE OPEN TERRACE.

11. WASH BASIN AND MIRROR SHALL BE PROVIDED IN TOILET.

12. THE CABLE DUCT IN CABLE TERMINATION ROOM WILL BE COVERED WITH CHEQUERED PLATE

TO BE PLACED ON TOP OF IT THE REC ESSED GRIP HANDLESS SHOLD BE PROVIDED FOR

EACH CHEQUERED PLATES.

13. IRON GRILL TO BE PROVIDED FOR ALL WINDOWS OF GROUND FLOOR.

14. FOR TERMINATION OF WIRE IN THE PANEL OPERATION ROOM SUITABLE DUCTING TO BE DONE

ON THE PANEL OPERATOR ROOM FLOOR AT THE TIME OF CASTING OF SLAB.

15. ROLLING SHUTTER TO BE PROVIDED IN GENERATOR ROOM.

16. THE SIZE OF CABLE DUCT IN OTHER ROOMS SHOULD BE 1 ' WIDE X 1' DEEP.

17. STEEL CHQURED PLATES RECESSED GRIP HANDLE SHOULD BE PROVIDED FOR CABLE ROOM

AND ALUMINUM CHEQURED PLATES TO COVER THE CABLE DUCT IN OTHER ROOMS.

18. EXHAUST FAN O BE PROVIDED IN TOILETS ,EQPT. ROOM AND BATTERY ROOM.

19. THE FLOORING AND WALLS UP TO 2400mm HEIGHT IN THE BATTERY ROOM SHOULD BE

PROVIDED WITH ACID PROOF TILES.

20. ACTUAL CABLE HOLES POSITION IN CONTROL ROOM WILL BE SHOWN BY S & T SITE INCHARGE

AT THE TIME OF CONSTRUCTION .

21. ALL WINDOWS SHOULD BE OF ALLUMINIUM FRAME.

22. THE FLOORING OF ALL ROOMS SHALL BE FINISHED WITH CM 1:3

23. THE WHITE GAZED TILED DADO TO A HEIGHT OF 1200mm SHALL BE DONE IN TOILETS BLOCK.

24. THE CONTROL ROOM WALL SHALL BE FINISHED WITH MOSAIC DADOING FOR 750mm HEIGHT

BEYONG WHICH SIDING GLASS PANEL WILL BE PROVIDED ON 3 (THREE) SIDES.

25. ALL ROUND SUN SHADE AND PEMAT FOR CURTAINS TO BE PROVIDED IN THE PANEL SHOULD

OPEN OUT FOR VENTILATION.

26. FALLS CEILING SHOULD BE PROVIDED IN EI ROOM & POWER SUPPLY ROOM AS PER BOQ

ITEMS TYPE FIXED WITH ALUMINUM 'T'

27. ELECTRICAL FITTINGS AS PER REQUIREMENTS WILL BE INTIMATED SEPARATELY.

28. ALL DIMENSIONS & LEVELS ARE IN METERS.

29. THE FLOORINGS OF ALL ROOMS SHALL BE FINISHED WITH TILES.

30. CLEAR HEIGHT OF ROOMS SHALL BE 3650 MM.

31. CHHAJJA PROJECTION PROVIDED 600 MM.

32. TWO NOS. OF SYNTAX WATER TANK OF 1000 LITERS CAPACITY SHALL BE PROVIDED ON THE

TERRACE SLAB.

CONCRETE FRAME +FD

CONCRETE FRAME +FD

ALUMINUM FRAME + SGW

ALUMINUM FRAME FOR ALL WINDOW TWO TRACK SLIDING

FOR NTPC / MAUDA

150 THK PCC PROJECTING

ALL AROUND 150MM

300 THK WELL COMPACT

RUBBLE SOLING

RAFT SLAB 350THK

RAFT SLAB 350 THK

GROUND LVL. 265.000

35570

91

60

79

60

79

60

62

30

W1

W1

LINTEL LEVEL 279.373

LINTEL LEVEL 275.603

W1

SLAB BOTTOM LEVEL 283.543

SLAB TOP LEVEL 283.663

SLAB BEAM BOTTOM LEVEL 283.163

UR

IN

AL

S

W.C

.

1500X

1000

W.C

.

D3

D3

V1

V1

1500X

1000

670

585

500

515

500

415

115

1500

W2

EF

D2

77

30

3 T

IE

R L

OF

T

3 T

IE

R R

AC

K

3 T

IE

R R

AC

K

3 TIER LOFT

BATTERY

ROOM

4000X2500

D2

OFC/TELE

ROOM

4000X3500

3 T

IE

R R

AC

K

3 TIER RACK

D1

W1

RAMP

ROLLING

SHUTTER

D2

WC & TOILET

ROOM

3000X6000

UR

IN

AL

S

W.C

.

1500X

1000

W.C

.

D3

D3

1500X

1000

W2

EF

W1 W1

DOUBLE PANEL

COLLAPSIBLE

GATE

D1W1

4

CG 2860X2400 DOUBLE PANEL COLLAPSIBLE GATE

RID

GE

L

IN

E

RID

GE

L

IN

E

RID

GE

L

IN

E

RID

GE

L

IN

E

RID

GE

L

IN

E

RID

GE

L

IN

E

RID

GE

L

IN

E

RID

GE

L

IN

E

RID

GE

L

IN

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

PLINTH BOTTOM LVL. 272.980

PLINTH TOP LVL. 273.503

BOTTOM LVL 264.800

PCC BOTTOM LVL. 265.100

RAFT SLAB BOTTOM LVL 265.250

RAFT BEAM TOP LVL 266.450

NGL 267.370

SLAB TOP LEVEL 277.273

RAFT BEAM BOTTOM LVL 265.600

SLAB TOP LEVEL 280.043

LINTEL LEVEL 279.373

LINTEL LEVEL 275.603

SLAB BOTTOM LEVEL 283.543

SLAB TOP LEVEL 283.663

SLAB BEAM BOTTOM LEVEL 283.163

PLINTH BOTTOM LVL. 272.980

PLINTH TOP LVL. 273.503

SLAB TOP LEVEL 277.273

SLAB TOP LEVEL 280.043

LINTEL LEVEL 279.373

LINTEL LEVEL 275.603

SLAB BOTTOM LEVEL 283.543

SLAB TOP LEVEL 283.663

SLAB BEAM BOTTOM LEVEL 283.163

PLINTH BOTTOM LVL. 272.980

PLINTH TOP LVL. 273.503

BOTTOM LVL 264.800

PCC BOTTOM LVL. 265.100

RAFT SLAB BOTTOM LVL 265.250

RAFT BEAM TOP LVL 266.450

NGL 267.370

SLAB TOP LEVEL 277.273

RAFT BEAM BOTTOM LVL 265.600

SLAB TOP LEVEL 280.043

LINTEL LEVEL 279.373

LINTEL LEVEL 275.603

SLAB BOTTOM LEVEL 283.543

SLAB TOP LEVEL 283.663

SLAB BEAM BOTTOM LEVEL 283.163

ROOF SLAB TOP LVL. 277.273

PL LVL. 273.503

ROOF BEAM BOTTOM LVL. 276.773

ROOF SLAB TOP LVL. 281.043

ROOF BEAM BOTTOM LVL. 280.543

ROOF SLAB TOP LVL. 283.663

ROOF BEAM BOTTOM LVL. 283.163

NATURAL GROUND LVL. 267.370

RAFT SLAB BOTT LVL. 265.250

RAFT SLAB TOP LVL.265.600

RAFT BEAM TOP LVL. 266.450

PCC SLAB BOTT LVL. 265.100

WELL COMPACT RUBBLE SOLING

LVL. 264.800

35800

79

60

35800

37008

BOTTOM LVL 264.800

PCC BOTTOM LVL. 265.100

RAFT SLAB BOTTOM LVL 265.250

RAFT BEAM TOP LVL 266.450

NGL 267.370

RAFT BEAM BOTTOM LVL 265.600

12.0M WIDE ROAD

20

00

80

00

0