Index [tenders.hpcl.co.in]tenders.hpcl.co.in/tenders/tender_prog/tenderfiles/5786/Tender... ·...

Index• Buffer strip wall•Canopy water rain pipe•Foundation bolt and cattle trap•Chain link fencing•Chain link fencing• Compound wall•Compound wall (Urban)•Silica gel trap•Box type culvert•Curtain wall•Electrical layout single line diagram•Pump island•Panel board type – I•Panel board type – II•Panel board type – III•Paver laying typical•Paver laying typical•Pipe line trench•Plate type earthing•Rain water harvesting pit•Septic tank 25 persons•Septic tank (bigger)•Septic tank (bigger)•Soak pit details•Underground tank reinforcement details - I•Underground tank reinforcement details – II•9 KL tank in earth pit•16 KL tank in earth pit•22 KL tank in earth pit•45 KL tank in earth pit•70 KL tank in earth pit•9 KL tank in RCC pit•16 KL tank in RCC pit•22 KL tank in RCC pit•22 KL tank in RCC pit•45 KL tank in RCC pit•70 KL tank in RCC pit•Hume pipe culvert•NOTE: All the drawings are indicative and the same can be vary as per actual site conditions.

1

300

20mm thk plasteringwith cm 1:4 overbrickwork top surface

2000

or

as

per

site

con

ditio

n

ID SIGN foundation

Landscaped Area

to detail

in C.M. 1:5

in C.M. 1:515 mm thk plastering

230 mm thk Brick wall 50Drip mould in plaster20

2000

or

as

per

site

con

ditio

n

230

with C.M. 1:4 over 20 mm thk plastering

brickwork top surface FOUNDATION PLAN

100

75

FOUNDATION PLAN

minimum 3000/ AS PER SITE CONDITION

suitable for landscapingFilling with composed earth

200

300

FDL

75 75230

Brick masonary work

15mm thk plastering

with CM 1:5FDL

500

75 75

75

400

15 mm thk plastering

375

Brick masonary work in cm 1:5Earth filling

ROAD LVLGL

with CM 1:5

KERB WALL SECTION

75 75230

SECTION A-A230

75 75

230

100

Brick masonary work in cm 1:5

P.c.c. 1:4:8

TITALHINDUSTAN PETROLEUMCORPORATION LIMITED

CHKD

DRWNDSGN

NAME SIGN DATE DRAWING NO. :- HPCL - STD - 09

RELEASED FOR :- PRILIMINARY TENDER

INFORMATION APPROVAL CONSTRUCTIONBUFFER WALLHP

* FOUNDATION TO SOIL CONDITION* RETAINING WALL SHALL BE PROVIDED INCASE OF LEVEL DIFFRANCE IN

* EXPANSION JOINT TO BE PROVIDED AT EVERY 10M

JOB NO : RA - HP - WZ - 2002

APPD

CHKD

SCALE NORTH

INFORMATION APPROVAL CONSTRUCTION

DATE REV, DESCRIPTION CHKD APPD

(TYPICAL)THE AD JOINING SITE

DETAIL

2


CHKD

DRWNDSGN



INFORMATION APPROVAL CONSTRUCTIONRAIN WATER

HP

* FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY

FOR WATER TIGHTNESS BEFORE BURNING THE PIPES* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED

JOB NO : RA - HP - WZ - 2002

APPD

CHKD

SCALE NORTH


DATE REV, DESCRIPTION CHKD APPDSLOPES TOWARDS DRAIN

* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING

DETAIL DAWN TAKE PIPE

3

4012

5

100 GROUTED IN CONCRETE

500-700(As per Site)

275

900

450(

min

)

150

450(

min

)

150

04.05.2009

TITALHINDUSTAN PETROLEUMCORPORATION LIMITED DRWN

DSGN


RELEASED FOR :- PRILIMINARY TENDERCATTLE TRAP AND

HP04.05.2009



JOB NO : RA - HP - WZ - 2002

CORPORATION LIMITED

APPD

CHKD

DRWN

SCALE NORTH



CATTLE TRAP AND

SLOPES TOWARDS DRAIN


FOUNDATION BOLT

DETAIL 4

ISA 65X65X6 mm

50x50mm chainlink2400 c/c (max)DETAIL 'C'

50 mm MS pipe (Medium quality)painted to approved colour

MS clamp ISA 65x65x6 mm painted to approved colour

50x50mm chainlinkfencing tied with 10 SWGGI wire at top and bottom pipe

50x50mm

1500

2400 c/c (max)

50 mm chainlink fencing tied with 10 SWG GI wire at top and bottom pipe

1500

MS pipe (M)50x50mm

P.C.C. 1:2:4300x300x375

300

6701200

75

300 375

1500

450

600

100

375

275

NGL

RR Masonary

P.C.C. 1:4:8

40 mm hole at the 200 c/c for tyeing

the chain links with 14 SWG GI wire300

compound wall and grouted with pcc 1:2:4300x300x375 mm deep pocket left in the

after placing the MS angle37

5

50 mm MS pipe (M)FDL

100

SECTION OF COMPOUND WALL

FOOTING DETAIL

50

100

8mm MS bolt

50mm MS bolt (M)

100x6mm thk Ms plate weldwith 50mm GI.pipe with provisionof for bolting to Ms angle

ELEVATION

04.05.09

of for bolting to Ms angle

DETAIL - 'C'


DSGN



CHAIN LINK HP

04.05.09

* EXPANSION JOINT TO BE PROVIDED AT EVERY 10M* FOUNDATION TO SOIL CONDITION* RETAINING WALL SHALL BE PROVIDED

INCASE OF LEVEL DIFFERANCE IN THE ADJOINING SITE JOB NO : RA - HP - WZ - 2002

CORPORATION LIMITED

APPD

CHKD

DRWN

SCALE NORTH



CHAIN LINK FENCING

(TYPICAL)5

25x25mm (75mm long) square rod with hole welded to channel section

2nos of 6mm thk(75 long) flat welded to50x50mm box section withholes for bolting

750 675

100

welded to the channel top 6mm thk square plate

with 3mm projection alround

holes for bolting

50x50 mm hollow square pipe

ISMC welded together2nos. of 100x50x6mm

675

100

200

750

1800

675

200

200

1050

15mm thk plastering

kerb wall

FDL 300

275

230 mm thkbrick wall 150mm thk R.C.C. driveway

laid to 1:200 230

(var

ies)

300 with CM 1:5

1200740

450

50

slope

KERB WALL DETAIL750

(var

ies)

375

100

275

NGL

230

(var

ies)

300

150

75

275 230mm thk

Brick wall

75

with CM 1:5

600

450FDL

04.05.09

KERB WALL DETAIL SECTION -1 COMPOUND WALL



CHKD

DRWNDSGN



INFORMATION APPROVAL CONSTRUCTIONCOMPOUND WALLHP

WITH GRILL DETAIL* FOUNDATION TO SOIL CONDITION* RETAINING WALL SHALL BE PROVIDED INCASE OF LEVEL DIFFRANCE IN


JOB NO : RA - HP - WZ - 2002

APPDSCALE NORTH



WITH GRILL DETAIL

6

C.C. 1:2:4 copping

75

100345

150

brick wall230 mm thk

18 mm Thk Ext. plasterin C M 1:5

50

1650

Pre Cast R.C.C. Kerb

brick wall

1800

600

Pre Cast R.C.C. Kerb

575 15

0

FDL

300

50kerb wall

230

rectified tiles300x600 white

230

575

425

275

AS

PE

R S

ITE

(var

ies)

275

75 230 75

150

150

645

AS

PE

R S

ITE

(var

ies)

Kerb At 'D' Portion COMPOUND WALL

TITALHINDUSTAN PETROLEUM NAME SIGN DATE DRAWING NO. :- HPCL - STD - 13

04.05.09HP

JOB NO : RA - HP - WZ - 2002

TITALHINDUSTAN PETROLEUM

* READ THIS DRAWING WITH STANDING WORKS CONTRACTFOR MODERNISATION TENDER SPECS. AND LATEST IS : CODES.

* ALL DIMENSIONS ARE IN 'MM' U.N.O

CORPORATION LIMITED

APPD

CHKD

DRWNDSGN


SCALE NORTH




COMPOUND WALL DETAIL

(TYPICAL)7

To 'T' hood vent

GI nut bolts to fix glass case enclosure

Glass case 90 mm dia

Crystel gel

50 mm- 40 mm dia ms reducer

50 mm dia ms pipe union

40 mm dia ms vent pipe line from tank

FDLFDL

SECTIONAL ELEVATION

Glass case 90 mm dia

GI nut bolts to fix glass

PLAN

GI nut bolts to fix glass case enclosure

TITLE

CHKD

DRWNDSGN

NAME SIGN DATE DRAWING NO. :-



HP04.05.09

JOB NO : RA - HP - WZ - 2002

APPD

CHKD

SCALE NORTH



8

Y-20@125mm c/c Y-10@200mm c/c

12000(varies at site)

1900

1000

450

450

40 mm PVC PIPE

1900

300 355 300

450

1000

450

340mm R.R wall PLAN R.C.C. Culvert

200

345 mm thk B.W./R.R.Masonary in C.M.1:5

3nos. Y-12@top+

Y-10 20@ 200 mm c/c

465 4651900

-150 MM FROM CENTER OF ROAD LEV.APPROCH ROAD/DRIVEWAY LEVEL

200 mm thk R.C.C. slabC.C. 1:2:4 bed black 67

0

340

760

1000

200

Y-8 @ 175 mm c/c

3nos.Y-12 @ bottom3nos. Y-12@top+

R.C.C.culvert slab (refer SEC A-A for

reinforcement deatail)

340x300(depth) mm size R.C.C.beam

20mm thk plastering with C.M. 1:5

EXISTING GROUND LEVEL

in C.M. 1:5 using sized stones and Brick masonary/RR.masonary work

dimention shall be not less than 200 mm as per specification

300

760

75

100

SECTION A-A

C.C.1:3:6 screed using 12mm size

blue stone metal

P.C.C. 1:4:8


DSGN



BOX CULVERTHP

04.05.09

SECTION B-B

75

450 1000 450 7575



JOB NO : RA - HP - WZ - 2002

CORPORATION LIMITED

APPD

CHKD

DRWN

SCALE NORTH



BOX CULVERTSLOPES TOWARDS DRAIN


(TYPICAL)

04.05.09

9

0.550 0.050 1.200

0.55

00.

550

18MM THK.POLISHED BLACK GRANITE

1.60

0

BLACK GRANITE

2.72

5

1.60

0

2.72

5

0.57

51.300 0.5500.550

0.57

5


DSGN


RELEASED FOR :- PRILIMINARY TENDERCURTAIN WALL

HP04.05.09

2.400



JOB NO : RA - HP - WZ - 2002

CORPORATION LIMITED

APPD

CHKD

DRWN

SCALE NORTH



CURTAIN WALL

(TYPICAL)

THE AD JOINING SITE

04.05.09

10

CO

NT

RO

L PA

NE

L

4X 16 S

QM

M A

YF

Y (C

2)

15 KC

A D

G S

ET

ME

TE

R B

OA

RD

FR

OM

MS

EB

SE

RV

IED

CA

BLE

BY

R

AS

SAY

YS

S

FU

SE

MA

IN P

AN

EL

CT

CT

CL: 27.01 K

W +

6 HP

+ 10K

VA

R

4X 16 S

QM

M A

YF

Y

CO

NT

RO

L PA

NE

L

LDB

-3C

L 10.758 KW

40 A D

P

8/10A SP MCB

8/10A SP MCB

8/10A SP MCB

16A SP MCB

20A SP MCB

16A SP MCB

63 A E

LCB

100 mA

40 A D

P40 A

DP

ISO

ISO

ISO

3.5 X 25 S

QM

M A

YF

Y (C

7)

3.5 C X

25 SQ

MM

AY

FY

(C3)

LDB

-1C

L 9.50 KV

40 A D

P

6A SP MCB

MCB

6A SP MCB

6A SP MCB

16A SP MCB

20A SP MCB

16A SP MCB

63 A E

LCB

100 mA

40 A D

P40 A

DP

ISO

ISO

ISO

125 A

TP

MC

CB

6 WA

Y T

PN

V

6 KV

AR

5KV

AR

125 A

TP

MC

CBTP

N 25 X

6 MM

CU

BU

S B

AR

S

8/10A SP MCB

8/10A SP MCB

8/10A SP MCB

16A SP MCB

20A SP MCB

16A SP MCB

6A SP MCB P1,P2,P3 LIGHT POLE 1200 V (P1,P3 DOUBLE ARM P1 SINGLE ARM )

C9

C10

C13HORDING DISPLAY LEFT 1250 V

WATER COOLER 1000 V

P4,P5,P6 LIGHT POLE 1200 V (P4,P6 DOUBLE ARM P5 SINGLE ARM )

PARK

PARK

1.6 TR A/C 1500 V (FUTURE)

6A SP MCB

6A SP MCB

16A SP MCB

20A SP MCB

16A SP MCB

PARK

HORDING DISPLAY RIGHT 1250 V

16A SWITCHED SOCKET 1250 V (FUTURS)

PVC WIRE

PVC WIRE

CANOPY LIGHT JB -1 1250 W 5 X 250W C31

CANOPY LIGHT JB -1 250 W C31

GRAND ID WELCOME & 1800 W C33THANK YOU SIGNAGE

C33

SALES OFFICE LIGHTING 500 W

SPARE



GLOW FECIA 1800 W C34THANK YOU SIGNAGE

C34


BAND STRIP 830 W



NO SMOKE + AIR POINT + 200 W C40EXIT SIGNAGE

NO SMOKE + ENTRY SIGNAGE 80 W C41


BAND STRIP 830 W

A

63 A

TP

N

32 A

TP

N

32 A

TP

N

32 A

TP

N

32 A

TP

N

32 A

TP

N

32 A

TP

N

63 A

TP

N

63 A

TP

N

125 AF

PC

OS

5 HP

AIR

CO

MP

RE

SS

OR

M

1 HP

WA

TE

R P

UM

P

M

3 X 4 SQMM AYFY (C4)

3 X 4 SQMM AYFY (C6)

SPARE

32 A

4P E

LCB

PD

B - 2

CL 7.7 K

W4 W

AY

TP

N


HORDING DISPLAY LEFT 1250 V (FUTURS)

WATER COOLER 1000 V


1.6 TR A/C 1500 V (FUTURE)

HORDING DISPLAY RIGHT 1250 V (FUTURS)

16A SWITCHED SOCKET 1250 V (FUTURS)



GRAND ID WELCOME & 1800 W C33THANK YOU SIGNAGE

C33


SPARE



C34


BAND STRIP 830 W



NO SMOKE + AIR POINT + 200 W C40 EXIT

NO SMOKE + ENTRY SIGNAGE 80 W C41


BAND STRIP 830 W

AIR

CO

MP

RE

SS

OR

W

AT

ER

PU

MP

32 A

4P E

LCB

PD

B - 1

CL 2.71 K

W4 W

AY

TP

N

4C X

16 SQ

MM

AY

FY

(C8)

100 mA

40 A D

P

40 A D

P

40 A D

P

ISO

IS

O

ISO

10 A 3P MCB

10 A 3P MCB

10 A 3P MCB

CANOPY LIGHT (JB1)250 W C13

CLOW FECIA JB - 1 1800 W C14

CANOPY LIGHT 1250 W C135 X 250 W (JB1)

CANOPY LIGHT (JB2) 250 W C17

C14


C18




SPARE

SPARE

DISPENCER NO.1 373 W C25

DISPLAY NO.1 80 W C25











100 mA

40 A D

P

40 A D

P

40 A D

P

ISO

IS

O

ISO

6 A 3P MCB

6 A 3P MCB

6 A 3P MCB

CANOPY LIGHT (JB1)250 W C13




C14


C18




SPARE

SPARE

TIT

AL

HIN

DU

ST

AN

PE

TR

OLE

UM

CO

RP

OR

AT

ION

LIMIT

ED

C

HK

D

DR

WN

DS

GN

NA

ME

SIG

ND

AT

ED

RA

WIN

G N

O. :- H

PC

L - ST

D - 40

RE

LEA

SE

D F

OR

:- P

RILIM

INA

RY

TE

ND

ER

INF

OR

MA

TIO

NA

PP

RO

VA

LC

ON

ST

RU

CT

ION

SIN

GLE

LINE

H

P













* FO

R LO

CA

TIO

N O

F S

EP

TIC

TA

NK

RE

FE

R LA

YO

UT

DR

AW

ING

& N

EC

ES

SA

RY

FO

R W

AT

ER

TIG

HT

NE

SS

BE

FO

RE

BU

RN

ING

TH

E P

IPE

S* A

LL INLE

T &

OU

TLE

T C

ON

NE

CT

ION

S W

ITH

SE

PT

IC T

AN

K S

HA

LL BE

CH

EC

KE

D

JOB

NO

: RA

- HP

- WZ

- 2002

AP

PD

CH

KDS

CA

LEN

OR

TH

INF

OR

MA

TIO

NA

PP

RO

VA

LC

ON

ST

RU

CT

ION

DA

TE

RE

V,

DE

SC

RIP

TIO

NC

HK

DA

PP

DS

LOP

ES

TO

WA

RD

S D

RA

IN

* C.I. M

AN

HO

LE C

ON

VE

RS

E S

UP

OR

TIN

G F

RA

ME

SH

ALL B

E F

IXE

D IN

CO

NC

. S

LAB

AT

TH

E T

IME

OF

CA

ST

ING

(TY

PIC

AL)

DIA

GR

AM

11

80

50090

150

DETAIL

ELEVATION

9251753200

PLAN

900

900

175

550

HPTITALHINDUSTAN PETROLEUM

CORPORATION LIMITED DRWNDSGN



PUMP ISLAND

PLAN

6000

4000 10001000

JOB NO : RA - HP - WZ - 2002


* ALL DIMENSIONS ARE IN 'MM' U.N.O

CORPORATION LIMITED

APPD

CHKD

DRWN

SCALE NORTH



PUMP ISLAND

DETAIL (TYPICAL)12

PRILIMINARY TENDER

CONSTRUCTION

CHKD APPD

2000

DRAWING NO. :- HPCL - STD - 43

RELEASED FOR :- PRILIMINARY


DATE REV, DESCRIPTION CHKD

250

CA

BLE

C

HA

MB

ER

(350 MM TO 400 DEPTH) TYPE - I

JOB NO : RA - HP - WZ - 2002

APPD

CHKD

DRWNDSGN

NAME SIGN DATE

SCALE NORTH

300

63 A 4PGEN

32 A TPN

32 A TPN

32 A TPN

PANEL BOARD


32 A TPN

32 A TPN

TITAL

PANEL BOARD I

350

125 A 4PB/C

BU

S B

AR

C

HA

MB

ER

PANEL BOARD


DETAIL

BU

S B

AR

C

HA

MB

ER



HINDUSTAN PETROLEUMCORPORATION LIMITED

* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC.

300

63 A TPN

32 A TPN

PANEL BOARD


63 A TPN

63 A TPN

125 A TPN

MCBDB



HINDUSTAN PETROLEUMCORPORATION LIMITED HP



75150

250250

250300

250

CA

BLE

C

HA

MB

ER


300250

250





75150

250250

250300

300250

250

13

1500


PRILIMINARY TENDER

APPROVAL CONSTRUCTION

DESCRIPTION CHKD APPD

250

CA

BLE

C

HA

MB

ER

32 A TPN

125 A

GEN

JOB NO : RA - HP - WZ - 2002

DATE DRAWING NO. :- HPCL - STD - 42

NORTH


INFORMATION APPROVAL

DATE REV, DESCRIPTION

(350 MM TO 400 DEPTH) TYPE - II

300

32 A TPN

32 A TPN

PANEL BOARD

125 A TPN GEN

32 A TPN

ON LINE CHANGE

JOB NO : RA - HP - WZ - 2002

APPD

CHKD

DRWNDSGN

NAME SIGN DATE

SCALE NORTH


375

BU

S B

AR

C

HA

MB

ER

PANEL BOARD

125 A 4PC/O

ON LINE CHANGE OVER

TITAL

PANEL BOARD II


DETAIL

300

MCBDB

PANEL BOARD

125 A TPN EB

63 A 4PTPN

32 A TPN






250

CA

BLE

C

HA

MB

ER







75150

250250

250300

300






14


PRILIMINARY TENDER



1200

JOB NO : RA - HP - WZ - 2002





250

CA

BLE

C

HA

MB

ER

(350 MM TO 400 DEPTH) TYPE - III

JOB NO : RA - HP - WZ - 2002

APPD

CHKD

DRWNDSGN

NAME SIGN DATE

SCALE NORTH

300

63 A 4PGEN

32 A TPN

32 A TPN

PANEL BOARD


TITAL

PANEL BOARD III

325

63 A 4PC/O

BU

S B

AR

C

HA

MB

ER

PANEL BOARD


DETAIL * FOR LOCATION OF SEPTIC TANK REFER LAYOUT DRAWING & NECESSARY

* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED

HINDUSTAN PETROLEUMCORPORATION LIMITED PANEL BOARD III


300

63 A TPN EB

63 A TPN

MCBDB

PANEL BOARD







250

CA

BLE

C

HA

MB

ER

MCBDB







75150

250250

250300

250

CA

BLE

15

CONCRETE SEGMENT SAND BEDDING COURSE

JOINT FILLING SAND

CONCRETE SEGMENT

PAVING UNITS

8050

200

280 EDGE RESTRAINT

50 280

BASE COURSE

SUB BASE WORKING PLATFORM

SUB BASE

ON TOP AND 2 nos. 10mm R.C.C. 1:2:4 2 nos. 10mm

BOTTOM AND STIRRUPS8mm 200mm c/c

SAND BEDDING COURSE


CHKD

DRWNDSGN



INFORMATION APPROVAL CONSTRUCTIONPAVER BLOCK HP

JOB NO : RA - HP - WZ - 2002

APPD

CHKD

SCALE NORTHDATE REV, DESCRIPTION CHKD APPD

PAVER BLOCK


* ALL DIMENSIONS ARE IN 'MM' U.N.O(TYPICAL)

16

230 450 230COVER SLABR.C.C. PRECAST FDL

100mm thk p.c.c. BEDDING

R.C.C. PRECAST

100mm thk p.c.c. BEDDING

230 mm BRICK WORK

75 thk BRICK ONEDGE PARTITION WALL

400

150

230 300 230

R.C.C. PRECAST COVER SLAB

100 mm thk P.C.C. BEDDING

230 mm thk BRICK WORK

15THK CEMENT PLASTERING

1060 40mm ERW MS PIPE LAID TO REVERSE SLOPE

SAND FILLING

P.C.C. 1:4:8

PIPE LINE TRENCH

(NEAR UG TANK) DEATAIL TYPE 2

100

400

910

7575

15THK CEMENT PLASTERINGIN C.M 1:5SAND FILLINGPOWER SUPPLY CABLES40mm ERW MS PIPE

LAID TO REVERSE SLOPE 150

150t

hk F

INIS

HE

D

8mm @ 150 c/c10mm @ 125 c/cAT TOP & BOT.

100 mm thk PIPE LINE TRENCH DEATAIL TYPE 1

(AT DISPENSER) 230 300 230

P.C.C. BEDDING

150t

hk F

INIS

HE

D

REINFORCEMENT DETAIL

100 mm thk

PIPE LINE

FOR TRENCH SLAB(PIPE LINE)


CORPORATION LIMITED CHKD

DRWNDSGN




DATE REV, DESCRIPTION CHKD APPDPIPE LINE

TRENCH (TYPICAL)

JOB NO : RA - HP - WZ - 2002


* ALL DIMENSIONS ARE IN 'MM' U.N.O APPD

CHKD

SCALE NORTH


17


PRILIMINARY TENDER



50 X 6 MM G.I. STRIP

600 X 600 X6 G.I. PLATE

G.I. NUT BOLT & WASHER

CHARCOAL & SALT FILL





Ground level

450 x 450 Inspection chamber

P.C.C. 1:2:4


G.I. STRIP

600 X 600 X6 G.I. PLATE



JOB NO : RA - HP - WZ - 2002

APPD

CHKD

DRWNDSGN

NAME SIGN DATE

SCALE NORTH

Ground level

450 x 450 Inspection chamber

P.C.C. 1:2:4


25 MMØ G.I. STRIP

600 X 600 X6 G.I. PLATE



TITAL

PLATE TYPE EARTHING

100

DETAIL





100450

100






100






1002000

60018

1500100 100WITH M-15 CONCRETE WITH

100 mm THK R.C.C. COVER SLAB

600

G.L.

CUT OUT FOR

DRAIN IN-LET

WITH M-15 CONCRETE WITH

8 # REINF. AT 150 C/C BOTH WAYS

200 mm PVC PIPE AS OUTLET

SAND FILLING

R750

R 850

600

A AR.C.C. HUME PIPES (NP2 CLASS)

R 850

900

40-60 M M HBG METAL

900

PLAN - RAIN WATER HARVESTING PIT230 mm THK ROCK

SECTION A-A


CORPORATION LIMITED DRWNDSGN



INFORMATION APPROVAL CONSTRUCTIONRAIN WATER

JOB NO : RA - HP - WZ - 2002


* ALL DIMENSIONS ARE IN 'MM' U.N.O APPD

CHKD

SCALE NORTH



RAIN WATER HARVESTING PIT

(TYPICAL)19

75 230 400

2300

230 75

7523

0

B12 THK C.M. 1:4 PLASTER

FOR R.C.C. SLAB600 DIA. MEDIUM DUTY

MANHOLE COVER

P.C.C. COWEL WITH MOSQUITO PROOFWIRE MESHVENTILETING PIPE

75Ø P.V.C.

TO SUIT SLOPESTOP LEVEL OF TANK

300

230

1100

WITH 3% APPYD WATER

12 THK PLASTER (1:4)

150 OUTLET PIPE

115 thk BKMASONARYPARTITION WALLWITH BAFFLES

A A

CHAMBERFROM INSPECTION

150 S.W. INLET PIPE

TWO LAYERSPLASTER20 THK C.M. 1:4

P.C.C. 1:3:5

100 THK R.C.C. 1:2:4 SLAB75

MANHOLE COVER

GENERAL ARRANGEMENT PLAN FOR 25 USERS

7523

0

WITH 3% APPYD WATERPROOFING COMPOUND & NEAT CEMENT SUPLY FINISH

600 C.I. MEDIUM DUTY MANHOLE COVER WITH FRAME

CHAMBER

375

200

230 THK

BK WALL IN C M 1:5

TWO LAYERS

R.C.C. LINTEL

SLOPE

230 THK

FACINGRUBBLE

230 THK

150

150

300100

115 THK BAFFLE WALL

200

3-10 TOP & BOT

8 @150 C/CSTIRRUPS

100 1560

R.C.C. M15 GRADE(1:2:4)

100

BEDDINGP.C.C. 1:3:6

8 @ 150 C/C

8 @ 200 C/C

DETAIL - 1

500

375

200

200

115 THK BAFFLE WALL

IN C M 1:5BK WALL

230 THK

P.C.C. 1:3:6BEDDING

TYP. R.C.C.

COVER SLAB REINF. DETAIL

VIEW D-D

150

1100

375


DSGN


RELEASED FOR :- PRILIMINARY TENDERHP

DETAIL



JOB NO : RA - HP - WZ - 2002

CORPORATION LIMITED

APPD

CHKD

DRWN

SCALE NORTH



SEPTIC TANK(25 PERSONS USE)SLOPES TOWARDS DRAIN


20

150 Ø Ventilaing pipe

Top of Tank to suit Slopes

P.V.C. Cowl withmosquito proof wire mesh

600 Ø Medium Duty Manhole Cover

150 mm thk R.C.C.Slab

1375

1775

1500R.C.C.Slab

P.C.C.1:3:6

Plaster 20 mm thkin two layers

CROSS SECTION13

75

Bottom of Excavationto suit Slopes 30

0 C.C. 1:2:4 Flooringin C.M.Finishing

150 thk P.C.C.1:3:6

Slope 1:150

230 thk Brick wallin 1:5 C.M

LONGITUDINAL SECTIONCROSS SECTION

600Ø Medium Duty Manhole cover with frame

230 thk Rubble Patching

7523

0

75 230 3250 230 75

150 Ø S.W. Inlet Pipefrom Inspection

Chamber

150 Ø outlet PipeTo Soak Pit

12 mm thk Plaster (1:4) with3% water proofing compound

115 mm Bk MasonaryPartition wall with Baffles

1500

PLANTITALHINDUSTAN PETROLEUM

CORPORATION LIMITED DSGN


Chamber 3% water proofing compound Baffles

7523

0

RELEASED FOR :- PRILIMINARY TENDERSEPTIC TANK

HP



JOB NO : RA - HP - WZ - 2002

CORPORATION LIMITED

APPD

CHKD

DRWNDSGN

SCALE NORTH




SEPTIC TANK


HP

BIGGER SIZE

21

EARTH FILLING

BRICK BAT FILLING

STRAW FILLING 13 MM THK PLASTERIN C.M.1:3

BEND AS PER IS:729BRICK BAT FILLING 40 MMTO 50 MM SIZE

GROUND LEVEL

IN C.M.1:3

BK

.MA

SO

NA

RY

DRY BRICK MASONARY

BR

ICK

MA

SO

NA

RY

W

ITH

DR

Y J

OIN

TS

BK

.MA

SO

NA

RY

IN

CM

1:4

30 MM THK C.M.1:2

3000 30

0

DRY BRICK MASONARYCHAMBER

BR

ICK

MA

SO

NA

RY

W

ITH

DR

Y J

OIN

TS

115

300

115

115 300 115

SECTION X-X

230 2500 230

230 2500 230

SOAK PIT PLAN


DSGN



SOAK PIT DETAILSHP



JOB NO : RA - HP - WZ - 2002

CORPORATION LIMITED

APPD

CHKD

DRWN

SCALE NORTH



SOAK PIT DETAILSSLOPES TOWARDS DRAIN

* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING 22

man-hole as per tank detail

0.20 M. THK. R.C.C. SLABman-hole as per tank detail

sand filling0.05 thk. p.c.c. as leveling bed

2.25M. DIAPRODUCT TANK

0.35 M THK. B.B.MASONARY

sand filling

PRODUCT TANK

8 T stirrups thro'outR.C.C.beam(0.8X0.35)

25mm dia holding down bolt


P.C.C.

P.C.C.

2-12 T t & b.

CROSS SECTION L. SECTION

0.40

P.C.C. 2-12 T t & b.

TWO LAYERS OF

PLAN WITH R.C.C. DETAILS


DSGN



INFORMATION APPROVAL CONSTRUCTIONUNDER GROUND HP

0.40

PRODUCT TANK REINFORCEMENT

DETAIL



JOB NO : RA - HP - WZ - 2002

CORPORATION LIMITED

APPD

CHKD

SCALE NORTH



UNDER GROUND


* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC. SLAB AT THE TIME OF CASTING 23

PLAN WITH R.C.C. DETAILSman-hole as per tank detail

PLAN WITH R.C.C. DETAILS

PRODUCT TANK

0.20 M. THK. R.C.C. SLAB


sand filling0.05 thk. p.c.c. as leveling bed

0.40


P.C.C.

P.C.C.R.C.C.beam(0.7X0.35)

0.40


P.C.C.

CROSS SECTION

sand filling sand filling

0.35 M THK. B.B.MASONARYman-hole as per tank detail

0.05 thk. p.c.c. as leveling bed

PRODUCT TANKPRODUCT TANK


R.C.C.beam(0.35X0.35)


DSGN


RELEASED FOR :- PRILIMINARY TENDERUNDER GROUND HP

2-12 T t & b.

8 T stirrups thro'outP.C.C.

R.C.C.beam(0.35X0.35)

L. SECTION



JOB NO : RA - HP - WZ - 2002

CORPORATION LIMITED

APPD

CHKD

DRWN

SCALE NORTH




UNDER GROUND HP



9KL PRODUCT TANK REINFORCEMENT

DETAIL 24

0.23m thk bk kerb in 1:5 CM

3.16

P.C.C.1:4:8 0.10m thk

4.160.

35

Ø2.00

Sand Filling

2.00

3.00

Product tank for 9 KL

2.700.10m thk

3.16

0.350.35

0.35

Ø2.000.10m thk P.C.C.

R.C.C.bottom raft

for 9 KL

0.35

compacting sub grade earth pit

0.10m thk P.C.C.1:4:8

PLAN SECTION SECTION




APPD

CHKD

DRWNDSGN


SCALE NORTH




9 KL TANK HP


(TYPICAL)EARTH. PIT DETAIL


JOB NO : RA - HP - WZ - 2002

SCALE NORTH


(TYPICAL)

25

0.23m thk bk kerb 0.23m thk bk kerb in 1:5 CM3.16

2.70P.C.C. 1:4:8 0.10 m thk

6.61 0.85

Ø2.00

Sand Filling

3.16


5.45

2.00

compacting sub grade earth pit

0.10m thk P.C.C.1:4:8

R.C.C.1:2:4 bot raft

SECTION grade earth pit

PLAN

SECTION

PLAN




APPD

CHKD

DRWNDSGN


SCALE NORTH




16 KL TANK HP


(TYPICAL)EARTH PIT DETAIL


JOB NO : RA - HP - WZ - 2002

SCALE NORTH


(TYPICAL)

26

0.23 m thk bk kerbin CM 1:5

3.41in CM 1:5

2.95 P.C.C.1:4:8 0.10m thk 0.

85

R.C.C.1:2:4 bot raft

Sand Filling 7.05

Ø2.25

3.69

compacted sub grade earth pit

0.10m thk P.C.C.1:4:8

3.41

2.25

5.89


PLAN

SECTION

PLAN




APPD

CHKD

DRWNDSGN


SCALE NORTH




22 KL TANK HP


(TYPICAL)EARTH. PIT DETAIL


JOB NO : RA - HP - WZ - 2002

SCALE NORTH


(TYPICAL)

27

0.23m thk bk kerbin CM1:5

4.01in CM1:5

4.01

3.55 0.85

P.C.C.1:4:8 0.10m thk

Driveway top

Sand Filling

6.65

7.81Ø3.00

Sand Filling


R.C.C.

6.65

3.00

4.16 Product tank

for 45 KL0.10m P.C.C.1:4:8

bottom raft grade earth pit

SECTION PLAN




APPD

CHKD

DRWNDSGN


SCALE NORTH




45 KL TANK HP



PLAN

FOR WATER TIGHTNESS BEFORE BURNING THE PIPES

JOB NO : RA - HP - WZ - 2002* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC.

SLAB AT THE TIME OF CASTING

(TYPICAL)

28

0.23m thk bk kerbin CM1:5

4.01in CM1:5

3.55 0.85

P.C.C.1:4:8 0.10m thk

Driveway top

Sand Filling

10.50

11.66Ø3.00


R.C.C.

10.50

3.00

4.16 Product tank

for 70 KL0.10m P.C.C.1:4:8

bottom raft grade earth pit

SECTION PLAN




APPD

CHKD

DRWNDSGN


SCALE NORTH




70 KL TANK HP



PLAN


JOB NO : RA - HP - WZ - 2002

SCALE NORTH


(TYPICAL)

29

0.85

0.85

0.85

MANHOLE CHEMBER 0.20 M. THK. R.C.C. SLAB

0.20

RCC Coping Band0.35

1.45

0.45

0.35

0.45

3.00

0.85

MAN HOLE

9 KL. TANK

0.30

SAND FILLING

0.85

2.00

0.30

Ø2.00

0.85

0.30

2.00


2.95

1.50

0.459 KL. TANK

P.C.C.

SOLLING

2-16 T t & b.

R.C.C.beam(0.35X0.35)

8 T stirrups thro'out

2.00

Ø2.00

2.00

P.C.C.

SOLLING

4-16 T t & b.



R.C.C.beam(0.7X0.35)

P.C.C.

.15

SOLLING

0.35

@100c/c@100c/c

0.45 0.35

0.40

4.40

0.45

0.35

SOLLINGLONG. SECTION CROSS SECTION

9 KL. TANK

0.40

3.60

2.00

2.00

16 T @ 60 (for Manhole)2NO. TRIMMING BARS

16 T

@ 1

00 c

/c

12 T @ 180 c/c

3.00

MAN HOLE

(Typical)

0.45

0.35

drawn scaleAjit Thakur And Associates INSTALLATION OF

3.00 0.350.35 0.35

0.35

0.45

0.35

PLAN

Dr.No.WEST ZONE OFFICE, R. & C. BUILDING, BYCULLA, MUMBAI.

HINDUSTAN PETROLEUM CORPORATION LTD.HP

drawn

checked

approved REV No.

2

scale

date

fileinteriors

Kothrud, Pune-29.Ph. No.- 020-25286426.CONSULTANTS

5, R.M.Corner, Paud-road, landscapes

Ajit Thakur And

architects

Associates04.05.09

INSTALLATION OF9KL TANK IN R.C.C. PIT

30

SAND FILLINGMAN HOLE

0.95

0.85

0.85

0.85

MANHOLE CHEMBER

0.20 0.20 M. THK. R.C.C. SLAB

0.30

SAND FILLINGMAN HOLE

0.95

2.00

16 KL. TANK

0.30

SAND FILLING

5.45

0.35

2.00

1.00

0.30

0.85

2.95


RCC Coping Band


0.45 M THK. B.B.MASONARYP.C.C.

SOLLING

2-16 T t & b.

R.C.C.beam(0.35X0.35)


SAND FILLING

LONG. SECTION

@100c/c

6.85Ø2.00

0.35

0.45

0.35

1.15

SOLLING

P.C.C.

CROSS SECTION

0.35

.15


SOLLING

P.C.C.

4-16 T t & b.


8 T stirrups thro'out @100 c/c

HOLE FAST FOR ANKERING

(Typical)

2NO. TRIMMING BARS16 T @ 60 (for Manhole)12 T @ 180 c/c

5.450.40

Ø2.00

0.60

0.35

0.600.450.35

0.60

CROSS SECTION

0.35

0.60

2.00

(Typical)

MAN HOLE

3.90

16 T

@ 1

00 c

/c

2.00

16 KL. TANK

0.60

0.45

0.35

0.35

0.35 0.35

PLAN

16 KL TANK R.R.C. PIT DETAIL (TYPICAL)

HINDUSTAN PETROLEUM CORPORATION LTD.HP Associates

checked

Ajit Thakur And drawn scale

date 20.11.05

5.450.35 0.35

0.60

0.45

0.35

WEST ZONE OFFICE, R. & C. BUILDING, BYCULLA, MUMBAI. PIT DETAIL (TYPICAL) Associates

checked

5, R.M.Corner, Paud-road, interiorsarchitects

Ph. No.- 020-25286426.CONSULTANTS Kothrud, Pune-29.landscapes approved Dr.No.

date 20.11.05

file REV No.

2

31

0.35

0.85

MAN HOLE 0.95

0.85


0.85

MANHOLE CHEMBER

0.20


0.60

0.45

1.15

1.00

0.352.25

2.25

MAN HOLE 0.95

0.30

22 KL. TANK

0.30

2.25

3.20


0.35 M THK. B.B.MASONARY0.30

RCC Coping Band

0.60

1.15

CROSS SECTIONLONG. SECTION

P.C.C.

SOLLING

2-16 T t & b.R.C.C.beam(0.35X0.35)

8 T stirrups thro'out @ 100 c/c.

0.35X0.35 M. R.C.C. BEAM

8 T stirrups thro'out @100 c/c


4-16 T t & b.

P.C.C.

.15

SOLLING

P.C.C.

SOLLING

0.35

0.600.450.35

7.29


0.40

2NO. TRIMMING BARS

0.60

0.35

4.15

0.60

5.89

2.25

MAN HOLE

16 T

@ 1

00 c

/c

12 T @ 180 c/c

22 KL. TANK

16 T @ 60 (for Manhole)2NO. TRIMMING BARS

(Typical)

2.25

22 KL TANK R.R.C. Ajit Thakur And AssociatesHINDUSTAN PETROLEUM CORPORATION LTD.

scaledrawn

0.60

0.45

0.35

0.60

PLAN5.890.35 0.35 0.350.35

0.35

REV No.file5, R.M.Corner, Paud-road, approved landscapesinteriors

Kothrud, Pune-29.Ph. No.- 020-25286426.CONSULTANTS 2Dr.No.

22 KL TANK R.R.C. PIT DETAIL (TYPICAL)

HP

Ajit Thakur And Associates

WEST ZONE OFFICE, R. & C. BUILDING, BYCULLA, MUMBAI.

HINDUSTAN PETROLEUM CORPORATION LTD.architects

scale

date

drawn

checked 04.05.09

32

2-20 T t & b.

0.95

0.95

0.95

MANHOLE CHEMBER

0.95


0.30

0.45

0.35

1.20

0.35


Ø3.00

6.65

MAN HOLE

0.30

SAND FILLING0.95

3.00

45 KL. TANK

0.30

SAND FILLING

3.00

ANCHORING BOLT

3.95

0.95

0.30


0.60

1.50

Ø3.00

P.C.C.

SOLLING

SOLLING



2-16 T t & b.

3.00

ANCHORING BOLT

4-16 T t & b.

P.C.C.



R.C.C. beam(0.8X0.35)

.15

0.35

LONG. SECTION

@100c/c@100c/c

SOLLING


2NO. TRIMMING BARS

0.35

0.65

16 T @ 150 c/c

0.60

SOLLING

8.05P.C.C.

CROSS SECTION

(Typical)12 T @ 60 .

2-20

T t

& b

.

Hid

den

Bea

m

4.90

6.65

MAN HOLE

0.85

16 T

@ 9

0 c/

c

3.00

45 KL. TANK

0.35

3.00

(Typical)

0.350.

60

0.45

0.35

HINDUSTAN PETROLEUM CORPORATION LTD.HP Associates

Ajit Thakur And drawn 45 KL TANK R.R.C.

scale

6.650.35 0.35

0.85

0.35

0.35 0.35

PLAN


CONSULTANTS

Associates

interiorsarchitects

landscapes

checked

approved 5, R.M.Corner, Paud-road,

Ph. No.- 020-25286426. Kothrud, Pune-29. Dr.No.

PIT DETAIL (TYPICAL)04.05.09date

file REV No.

2

WEST ZONE OFFICE, R. & C. BUILDING, BYCULLA, MUMBAI.

33

2-20 T t & b. 2-20 T t & b.0.30 M. THK. R.C.C. SLAB

0.95

0.95

SAND FILLING

MANHOLE CHEMBER



0.30

0.30

0.95


10.50

MAN HOLE

0.95

0.30

SAND FILLING0.95

3.00

70 KL. TANK

0.95

0.30

3.95

3.00

0.35

LONG. SECTION@100c/c

Ø3.00

1.50

1.20


ANCHORING BOLT



SOLLINGP.C.C.

SOLLING

3.00



2-16 T t & b.

0.35

P.C.C.

4-16 T t & b.

@100c/c

CROSS SECTION

R.C.C. beam(0.8X0.35)


SOLLING

P.C.C.

SOLLING

.15


0.35

0.65

0.60

11.90

(Typical)

2NO. TRIMMING BARS16 T @ 60 (for Manhole)H

idde

n B

eam

2-20

T t

& b

.

Hid

den

Bea

m

2-20

T t

& b

.

4.90

10.50

MAN HOLE

16 T

@ 9

0 c/

c

16 T @ 180 c/c

3.00

70 KL. TANK

3.00

0.60

0.45

0.35

PLAN


scale Associates

Ajit Thakur And drawn 70 KL TANK R.R.C.

10.500.35 0.35

0.36

0.60

0.35 0.35

WEST ZONE OFFICE, R. & C. BUILDING, BYCULLA, MUMBAI. 04.05.09


date

file

checked

landscapesCONSULTANTS

interiorsarchitects

approved Kothrud, Pune-29.5, R.M.Corner, Paud-road,

Ph. No.- 020-25286426.

Associates 70 KL TANK R.R.C. PIT DETAIL (TYPICAL)

2REV No.

Dr.No.

34

P.C.C. 0.15 M THK.

900/1000 MM DIA HUME PIPE

300MM EARTH CUTION

APPDCHKDDESCRIPTION

CONSTRUCTIONAPPROVAL

TENDERPRILIMINARY


UCR. 0.35 M THK.

SITE

P.C.C. 0.15 M THK.

BRICK WORK

900/1000 MM DIA HUME PIPENP3 CLASS

WBM.

300MM EARTH CUTION

04.05.09

DESCRIPTIONREV,DATE

APPROVALINFORMATION

PRILIMINARYRELEASED FOR :-

DRAWING NO. :- HPCL - STD - 28DATE

UCR. 0.35 M THK.

P.C.C. 0.15 M THK.

BRICK WORK


WBM.

300MM EARTH CUTION

04.05.09

NORTHSCALE

DATESIGNNAME

DSGNDRWN

CHKD

APPD

JOB NO : RA - HP - WZ - 2002

900/1000 MM DIA HUME PIPE

0.9/1.00m.

CULVERT DETAIL

HUME PIPEDSGNDRWN

CHKD

APPD

TITAL

JOB NO : RA - HP - WZ - 2002

15.0 M.

SECTION

PLAN

BRICK WORK


0.9/1.00m.


CORPORATION LIMITED HINDUSTAN PETROLEUM

* ALL INLET & OUTLET CONNECTIONS WITH SEPTIC TANK SHALL BE CHECKED FOR WATER TIGHTNESS BEFORE BURNING THE PIPES


15.0 M.

SECTION

PLAN

BRICK WORK


ROAD

SLAB AT THE TIME OF CASTING* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC.


CORPORATION LIMITED HINDUSTAN PETROLEUM



ROAD

SLAB AT THE TIME OF CASTING* C.I. MANHOLE CONVERSE SUPORTING FRAME SHALL BE FIXED IN CONC.


HP CORPORATION LIMITED HINDUSTAN PETROLEUM



35

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