for uploading no.phc/tb/ee(tnk)/ admin bldg …...electric make 11kv package substation with non -...

For uploading No.PHC/TB/EE(TNK)/ Admin bldg Ahmednagar / 717 /2013 Date : 26/2/2013

To, Contractors/Bidders

Sub : Construction of Administrative Building at Ahmednagar for S.P. Ahmednagar including all infrastructural amenities.

Ref :- Pre-bid meeting held on 16/2/2013

Sir, The Pre-bid Meeting of the above mentioned work was held on 16/2/2013 at 11.00 am in the

conference room of this Corporation.

The replies/clarification to the various queries along with a Corrigendum containing correction to

the tender documents are enclosed, which will form part of the agreement. You are requested to

submit this common set of deviations duly digital signed along with the tender document. If, it is

not submitted then it will be presumed that you are accepted these additional clarifications and

your tender will be opened.

Yours faithfully,

Sd/- (T.S. Bhal, IPS) IGP/General Manager Enclose : Pages- 14 Nos

Drawing – 5 Nos

D:\S P Ahemadnagar\SP HQ NAgar 21.1.13\Pre‐bid SP A,nagar\S.P. Ahmenagar Prebid Replies.doc 1/14

Name Of Work: Construction of Administrative Building for S.P. Ahmednagar, at Ahmednagar including all Infra structure and Amenities.

PART – I - CORRIGENDUM OF VOLUME – I

Sr. No.

Page No.

Paragraph No./ Item No./Line No.

As Description in Tender document

Corrections, Modifications, Deletion, Addition, Read as

1. Page No.80

Item No. 143 in Chapter No. 4

Providing and laying concrete pipes of I.S. NP.2 class …….. 150 mm dia.

Providing and laying concrete pipes of I.S. NP.2 class …….. 300 mm dia.

2. Page No.72

Chapter No. 4

Additional Item Add following items after item No. 90 1. Supplying trap/ granite/ quartzite/gneiss stone metal 80mm size, by Blasting of required size by bringing the rubble/boulders at the road side, breaking them to required gradation including conveying rubble/boulders and stacking broken metal etc. complete. 2. Spreading 80mm metal including sectioning etc. complete. 3. Supplying trap/ granite/ quartzite/gneiss stone metal 40mm size, by Blasting of required size by bringing the rubble/boulders at the road side, breaking them to required gradation including conveying rubble/boulders and stacking broken metal etc. complete.

4. Spreading 40mm metal including sectioning etc complete. 5. Compacting the oversize 150mm metal layers with vibratory roller including necessary, labour, materials and artificial watering etc complete.

6. Compacting the oversize200mm metal layers with


vibratory roller including necessary, labour, materials and artificial watering etc complete.

7. Providing and laying 75mm thick compacted Bitumen Bound Macadam with 60/70 grade bitumen over existing Water Bound Macadam Surface including picking the road metalled surface , thoroughly cleaning the water Bond Macadam surface ,thoroughly cleaning the Water Bond Macadam surface by using mechanical broom or approved equipment , spread at the rate of 1.75 Kg /Sq.M ., spreading 12 mm metal at the rate of 0.018 cubic meter The surface shall be lightly rollrd so that metal pieces get embeded in the bitumen layerand rolling shall continue until entire surface is thoroughlycontinue until entire surface is thoroughly compacted excetra complete. (With Static Roller) 8. Providing and laying hot mix hot laid dense bituminous macadam with 30/40 grade bitumen 50mm. average thickness with 4.5% bitumen by weight of total mix for leveling course to remove irregularities including diversion of traffic, supply of all materials, heating bitumen and chips in drum mix plant, laying bituminous macadam by paver finisher including compaction including emulsion tack coat etc. complete.

9. Providing and laying hot mix hot laid 25 mm thick asphaltic concrete with 5.5% bitumen by weight of total mix including supplying all materials, heating bitumen and chips, mixing


bitumen and chips in hot mix plant, laying asphaltic concrete with 60/70 grade bitumen with paver finisher including compacting including tack coat with stone dust filler etc complete.

3 Page no 59


------ cement concrete M-20 ----for R.C.C. Chajja ----

--- cement concrete M-25 ---- for R.C.C. Chajja -------

4 Page no 59


----- cement concrete of M-20 ----- for R.C.C. pardi -----

------- cement concrete of M-25 ----- for R.C.C. pardi --------

5 Page no83


-----all internal paint except officers

room-----

------ to all internal ceiling and walls except walls officers room---

6 Page no 70


--- window upto 1.2 meter height ------

------windows upto height as per drawing-----

7 Page no 70


-------windows upto 1.2 meter height -----

------ windows upto height as per drawing -----

8 Page no 74


--- CCI ---- --- UPVC ---

9 Page no 75


---- CCI ---- --- UPVC ----

10 Page no 75


----CCI ---- --- UPVC ----

11 Page no 75


--- CCI ---- --- UPVC ----

12 Page no 75


---C.I. --- -- UPVC ---

13 Page no 75


---100 mm diameter Centrifugally spun cast iron soil / vent / waste SWR / Rain water pipes ----

--- 100 mm diameter UPVC soil / vent / waste SWR / Rain water pipes -----

14 Page no 75 to 76


--- 75mm dia Centrifugally spun cast iron soil / vent / waste pipes ----

--- 100mm dia UPVC soil / vent / waste pipes ----


15 Page no 76


--- 100mm dia Centrifugally spun cast iron soil / vent / waste pipes ---

--- 100mm dia UPVC soil / vent / waste pipes -----

16 Page no 76


--- C.C.I. 100mm dia. Cowl Dome ---.

--- UPVC 100mm dia. Cowl Dome ----.

17 Page no79


-- 110mm dia CCI soil water pipe -----

-- 100mm dia UPVC soil water pipe -----

18 Page no84


--- window upto 1.2 meter height ----

---- window upto height as per drawing, -----

19 Page no 84


---- window upto 1.2 meter

height -----

---- upto height as per drawing --

---

20 Page no 88


-----75mm dia Centrifugally

spun cast iron soil / vent /

waste pipes ------- .

------ 100mm dia upvc soil / vent

/ waste pipes ------

21 Page no 100


Supplying &erecting Steel tubular swaged D.P. pole 165.1 x 139.7 x 114.3 mm dia with 4.5 x 4.5x 3.65 mm thickness (5 +2+2 m) length respectively and total 9 Mtr long -- do -- (weight 147 kg) as per specification No. OH-PL/STP

Supplying and erecting Rolled

Steel Joinst (RSJ Girder) pole

152*152 mm (37kg/m) with

provided base plate in provided

foundation as per specification

No. OH-PL/RSJ

22 Page no 99


Supplying and erecting approved

make 100 kVA, 3 phase, 50 c/s.

Oil immersed and naturally

cooled, indoor /outdoor type,

copper wound transformer

with delta conn. on HV side &

star connection on LV side with

………… as per specification no

SS-TR

Supplying, Installation , Testing

And Commissioning of C&S

Electric make 11kV Package

Substation with Non - extensible

RMU consisting of 2 Nos. feeder

with manually operated fixed type

load break switch & 1 No. feeder

with manually operated VCB

630A, 1 No. 11kV/433V, 100kVA


23 Page no 99


Supplying & erecting approved

make 11kv 400A , Oil Switch -

Fuse unit extendable/non-

extendable on provided MS

channels /trench /foundation in

an approved manner as per

specification no SW-HTS / LBS

amp sfu

Oil Cooled Type ONAN

Transformer & 1 set of LT device.

Note :- Transformer shall be

copper wound

24 Page no 4,14

vi Time limit for completion of

work – 12 (Twelve) months

…………….

Time limit for completion of work

– 15 (Fifteen) months…………….

25 Page no 160

Sr. No. 24 Kiren textile Pactil, Atlas, Damsa Kiran and

MSEDCL approved.

26 Page no 198

Sr.no. 10, line no.1

Non deterioration deterioration

27 Page no 199

Sr. no. 11, line no.4

That the reinforcement in them

is not treated with anti corrosion

treatment

of corrosion of steel



PART – II - CORRIGENDUM OF VOLUME – II

Sr. No.

Drawing No./ Sheet No.

As Printed in Tender Drawing/ described in tender drawing

Corrections, Modifications, Clarifications, Read as

1. 01 to 51 CLIENT S.P. AHMEDNAGAR CLIENT M.S. Police Housing & W. C. Ltd.

2. 02 Existing Site Layout Revised drawing uploaded.

3. 07 Terrace floor plan Read C.C.I. as UPVC and read this drawing in conjunction with tender document.

4. 08 Elevations Read C.C.I. as UPVC and read this drawing in conjunction with tender document.

5. 13 Site Drainage Layout Read in conjunction with revised drg. No.34

6. 14 Ground floor drainage layout Read C.C.I. as UPVC and read this drawing in conjunction with tender document.

7. 15 Toilet details Read C.C.I. as UPVC and read this drawing in conjunction with tender document.

8. 16 Toilet, Pantry & Septic tank details Read C.C.I. as UPVC and read this drawing in conjunction with tender document.

9. 17 Site electrical layout Read Transformer of 100 KVA as Package Sub Station (P.S.S.) and read this drawing in conjunction with tender document.

10. 18 SLD for electrical Replace Transformer of 100 KVA & 200 AMP SFU with Package Sub Station from SLD of site electrical layout and read this drawing in conjunction with tender document.

11. 22 Site Storm Water Drain Layout Read in conjunction with revised drg. No.34

12. 26 Site Compound Wall Read in conjunction with revised drg. No.34

13. 34 Road and Paving Block Revised drawing uploaded.

14. 39 Foundation Level Plan Revised drawing uploaded.

15. 40 Schedule of Footings and Columns‐I Revised drawing uploaded.

16. 41 Schedule of Footings and Columns‐II Revised drawing uploaded.



PART- III- CLARIFICATIONS TO QUERIES OF CONTRACTORS

Sr. No.

Name of Contractor

Queries raised by contractor Clarifications to the query of

Contractor

1 M/s. K. K. Thorat

1. 1% Labour Insurance should be

added in the tender cost and then

only it should be recovered from the

Contractors R.A. bills.

1% Labour cess is considered in estimate.

2. Time limit of the completion of

the project to be 18 months.

Time limit is revised to 15 months instead of 12 months. Please refer Sr. No. 24 of Part I - Corrigendum of Volume I of this CSD

3. Use of UPVC pipe instead of

C.C.I. pipe should be allowed.

Please refer Sr. No. 8 to 17, 20 of Part I - Corrigendum of Volume I of this CSD

2 M/s. Harsh construction Pvt. Ltd

1. As per schedule ‘B’ Item No. 107

to Item No. 112 Provision of CCI

Pipes for Drainage, waste water &

CI Nahani Traps. We suggest

instead of that, PVC pipes and

Fittings because its economical,

durable as well as easy to maintain.

Please refer Sr. No. 8 to 17, 20 of Part I - Corrigendum of Volume I of this CSD

2. As per Item No. 33 & 34 there is

provision of brick bat coba for

waterproofing to terrace and sunk

portion of Toilet Block. We

request for replace this

waterproofing treatment by

polymerized / chemical

Tender conditions shall prevail.


waterproofing.

3.Tender Drawing No 4 Centre line

Plan shows Column No.

125,126,127,128,129,130,131,

132,133,134,135,136,137,138,139,1

40 are round columns 450mm dia.

But such column details is not given

in RCC Drawing No. 40 & 41

schedule of footing and columns 1

& 2.

Please refer Sr. No. 14,15,16 ( Drawing no.39,40 and 41) of Part II - Corrigendum of Volume I of this CSD

4. Government revenue department

gives Royalty receipt only those

suppliers who have their own

quarries. We don’t have any

quarry nearby the work site so

instead of that, royalty receipt we

will submit the bills/ challans from

the suppliers who have their own

quarries.

Submission of royalty receipts paid by the quarry owner will be accepted.

5. As per Tender Clause 5.7.6.5 -

Contractor has to submit a Bank

Guarantee for seven years

equivalent to 1% of tender cost as

a guarantee of waterproofing.

However security deposit of

tenderer is already retained for

period of five years. Hence we

request to waive this condition as

security deposit is with MSPHC.


6. As per drawing No. 32 Window

details, MS Grill is shown to inside

of wall and aluminum sliding

window is at outside. Usually this

MS Grill is to be fixed from

outside & aluminum sliding

M.S. grills of windows are deleted from scope of work.


window inside so as to operation of

sliding window will be easier &

convenient.

7. As site is adjacent to existing S.P.

office. It is required to provide M.S.

Sheet barricading to site so that

nuisance of dust will be prevented.

But while going through schedule

‘B’ Item of same is not covered. So

we request to include this item in

schedule ‘B’.

Contractor has to make necessary provision of barricading at his own cost. It is not necessary to include the micro level details in the tender documents. Contractor should quote accordingly.

8. As per Item No. 1 in schedule ‘B’

Material obtained from dismantling

of existing structure is to be handed

over to user department. But while

dismantling the structures the

material recovered will in

unserviable form and it will not be

convenient to hand over the same to

user department. Hence we request

to allow to dispose the material at

contractor end & his cost.

All material like Teak wood, M.S. Purling, and M.S sheet recovered from dismantling of existing structure is belongs to Contractor. Equivalent rebate amounting Rs.22,88,669.00 is considered while preparing estimate for these materials.

9. As per schedule ‘B’ Item No. 68

& Item No. 69 Contractor has to

provide aluminum windows two

track & three track upto 1.2 height.

However as per window opening

drawing no. 32 mention

W,W1,W2,W6,W8,W9 are more

than 1.2m height. Please clarify it.

Refer Tender drawing for the sizes of the windows. Please refer Sr. No. 6,7,18 & 19 of Part I - Corrigendum of Volume I of this CSD.

10. As per schedule ‘B’ Item No. E-

16 there is provision of Tubular

pole D.P. Structure however

MSEDCL will not allow the tubular

pole structure. MSEDCL insist for

Please refer Sr. No. 21 of Part I - Corrigendum of Volume I of this CSD


R.S.J. Poles for these types of

structures. Please Clarify it.

11. MSEDCL authority requires for

separate entry to metering /

transformer yard. Hence it is

essential to provide separate entry.

No separate entry for MSEDCL authority is necessary.

12. As per list of approved

electrical materials the given make

of 11KV isolator & D.O. fuse. is

Kiron Textile. However production

of this material is discontinued in

Maharashtra hence we request to

add another equivalent make.

Please refer Sr. No. 25 of Part I - Corrigendum of Volume I of this CSD

3 M/s M. R. MUTHA Engineers & contractors

1. Mobilization Advance

Required up to 10% of Contract

value against Bank Gurantee As

per PWD norms.

Tender condition shall prevail.

2. 75% Secured Advance Against

Material Brought on site is required.


3. Defect liability period should not

be more than 2 year as per PWD

norms


4. Price Variation Clause

Applicable to this work As per

PWD norms


5. Refund of Security Deposit: -

90% Security Deposit Released

along with final bill and balance

10% Security deposit released after

defect liability period i.e. after 2

year.



6. Quantity Variation: - In

contract no variation clause

mentioned i.e. required.


7. Extra Item :- To pay Extra item

as per Current DSR or As per

current market Rate and decide the

rates with in 30 days.


8. R.A.Bill :- R.A.Bill will submit

by contractor by e-mail to

consultant. After submission of

R.A.Bill with 2 days release 75%

payment immediately and balance

25% release with in 7 days by

RTGS.


9. Guarantee for Durability of the

structure 50 years required which is

mentioned in contract, in this

connection department has to give

guarantee about there design, if

properly building design, so

question will not arise for 50 Year

Guarantee.


10. Disputes and Arbitration :-

Condition No. 3.31, page 53 it is

mentioned “Arbitration Under

India arbitration Act shall not be

permissible” but as per norms The

arbitration and Conciliation act

1996 is applicable in India which is

to be adopt by department.


11. Barricading :- During the

execution Barricading require but in

the contract no provision made of

Contractor has to make necessary provision of barricading at his own cost. It is not necessary to include the micro level details in the tender


Barricading i.e. to be pay separately

as per actual.

documents. Contractor should quote accordingly.

12. Crush sand :- In Ahmednagar

District Sand auction is restricted,

so most of the project using crush

sand. In this connection our request

is allow Crush Sand instead of

River sand.

Crush sand is allowed if Natural sand is not available. Contractor shall submit mix design before start of work.

13. Bricks :- Now a day’s Burnt

bricks (Kumbhar Bricks) sufficient

Qty. Not available and good quality

of bricks also not available so

kindly keep alternative of Fly Ash

Brick use.


14. Demolition Material: - The

Demolition Material return to

department? Or keep with us Please

clarify.

All material like Teak wood, M.S. Purling, and M.S sheet recovered from dismantling of existing structure is belongs to Contractor. Equivalent rebate amounting Rs.22,88,669.00 is considered while preparing estimate for these materials.

15. Possession:- The Existing S.P.

Office Building Structure to be

demolition after completion of new

building in this case additional time

require for demolition of existing

structure. So we require additional

period of 4 months for execution of

circulating area. So in this case

department has to give 4 months

additional time limit along with

price escalation. If existing all

structure removed before starting of

new building and existing office

shifted somewhere in that case no

time limit extension require.

Time limit is revised to 15 months instead of 12 months. Please refer Sr. No. 24 of Part I - Corrigendum of Volume I of this CSD


16. Tree Cutting :- On Existing

plot so many old trees that is to be

remove by department before

possession of land/site.


17. C.I. Pipe :- In contract C.I. Pipe

provision made but now days goods

quality of C.I. Pipes not available

(Rusting, Breakage etc.) so our

suggestion is to allow SWR Pipe

instead of C.I. Pipe.

Please refer Sr. No. 8 to 17 & 20 of Part I - Corrigendum of Volume I of this CSD

18. Water Connection :- To

provide water connection single

point on site by department

Tender conditions shall prevail. Please refer clause no15.1.10. Page no.207

19. Power Connection : - To

provide power connection near to

site. Power consumption charges

will pay by contractor.

Tender conditions shall prevail. Please refer clause no15.1.10. Page no.207

20. Taxes :- A) The service tax is

applicable for this project or not

please clarify.

B) VAT :- The department has

registered under Sales tax? Kindly

give VAT registration number

A) Service tax is not applicable.

B) Corporation VAT No. is 27520872177V.

4 M/s. MADHOOR BUILDWELL PVT LTD

a) A copy of item wise BOQ under

all sub heads of the project work

may please be made available on

your web site for our guidance. This

will help us in submitting our most

competitive offer on lump sum

basis.

Please refer Part IV – Additional General Clarifications of this CSD

b) We request you to add standard

clause for price variation

adjustments (PVA) on the similar

lines of State PWD tenders.




PART – IV - ADDITIONAL GENERAL CLARIFICATIONS

1) Those who want to refer Estimate of this work prepared by Architect is available to bidders on web site www.msphc.org (RTI Document) under the banner of “Estimate of Administrative Building for S.P. Ahmednagar, at Ahmednahgar” for reference.

The Estimated amount of the project is revised to Rs. 7,53,11,846/- as per the modifications during Prebid.

Estimate provided to bidder is for reference only. Bidder shall prepare his own estimate on the basis of drawings, tender documents and schedule of rates (DSR) for quoting final offer.

No claims will be entitled to bidder on the basis of estimate. The estimate shall not be considered as a part of contract.

2) Please note that, tender quote below 10% of estimated cost will require additional supporting

documents to justify the quotes.

3) It is electronics documents and legally binding on both the parties.

4) The offer of contractor shall be inclusive of Labour Cess at 1%.

5) Use “P” traps instead of “S” traps w/c units wherever applicable.

6) Inspection chamber top level and made up ground level is to maintained at equal levels.

7) Provide health faucet to each Orissa or Indian type water closet and provide Jet spray/Water jet to each European type water closets.

8) Toilet/bathrooms 300 x 600 mm size with two color combination dado shall be provided as per samples approved.

TO PUNE

TO AURANGABAD R O A D

EXISTING GARDEN

STRUCTUREUNCOVERED

CANTEEN

TANK

TOILET

STRUCTURES UNDER HATCHEDPORTION TO BE DEMOLISHED

LEGEND

GENTS TOILET

HANDICAP TOILET

LADIES TOILET

ROOM

ROOM

ROOM

ROOM

ROOM

ROOMROOM

ROOM

ROOMROOM

ROOM

ROOM ROOM

ROOM

ROOM

BANGALOW

1

2

3

4

8

56

7

910

1112

14

19

1718

16

15

13

20

EXISTING SITE PLAN

PROPOSED S.P.OFFICE BUILDING

DRAWING NO.- 02 PB PAGE NO. - 02

TENDER DRAWING

CHK. BY Ar. Parag P. Shah

DATE-20/02/2013

JOB No. 140

Ar. Parag P. Shah

DES. BY Ar. Parag P. ShahDRN. BY Ar. Ashwini

SCALE -

CONSTRUCTION OF ADMINISTRATIVEBUILDING FOR SUPERINTENDANT OFPOLICE,AHMEDNAGAR.

NORTH

M.S. Police Housing & W.C. Ltd.

D:/VR02/Client/140. S.P.A'nagar/issued/final tender drawing/rev 04

NTS

EXISTING SITE LAYOUT.

AREA TO BE DEMOLISHED

ROOM G LOAD BEARING WITH SLOPING ROOF.

ROOM G LOAD BEARING WITH SLOPING ROOF.

ROOM G+1 LOAD BEARING WITH SLOPING ROOF.

ROOM G LOAD BEARING WITH SLOPING ROOF. 657.90

282.48

91.16

63.29

1237.91AREA TO BE DEMOLISHED

16.

17.

18.

19.

ROOM G LOAD BEARING WITH SLOPING ROOF. 97.1015.

1. AREA OF THE PLOT

2. NILAREA UNDER ROAD WIDENING

3. TOTAL AREA OF THE PLOT (1 - 2)

AREA UNDER INTERNAL ROAD

AREA UNDER OPEN SPACE (10%)

EXISTING BUILT-UP AREA

AREA TO BE DEMOLISHED

BALANCE BUILT-UP AREA (6-7)

PROPOSED BUILT-UP AREA

4.

5.

6.

7.

8.

9.

1514.82

2206.75

1191.93

741.97

2706.01

27060.10

3808.05

20

ROOM G LOAD BEARING WITH SLOPING ROOF.20. 45.98

SQ. M.

TO THE ROADSIDE GUTTER

CONNECTING TO THE ROADSIDE GUTTER

CONNECTING TO THE ROADSIDE GUTTER

TO THE ROADSIDE GUTTER

6 m wide road

PARKING PROVISION FOR 28 - 4 WHEELER

PARKING PROVISION FOR 2 WHEELERS AND CYCLES

6 m wide road

6 m

wide

road

6 m wide road

ENTRYEXIT

PROPOSED S.P. OFFICE BUILDING

TO B

HIN

GE

R

ROOM

SHED

STRUCTUREUNCOVERED

CANTEEN

TOILET

ROOM

ROOM

ROOM GENTS TOILET

HANDICAP TOILET

LADIES TOILET

ROOM

ROOM

ROOM

ROOMROOM

ROOM

1

2

3

4

8

5 6

7

910

1112

13

20

Security

PARKING PROVISION FOR 22 - 4 WHEELER

PARKING PROVISION FOR 2 WHEELERS AND CYCLES

GROUND

MADE UP GROUND

+0.30

GROUND

LAWN+0.55

LAWN+0.55

+0.00

+0.00

+0.55

+0.00

DATE-15/02/2013

JOB No. 140

Ar. Parag P. Shah

DES. BY Ar. Parag P. ShahDRN. BY Ar. Ashwini

SCALE -

CONSTRUCTION OF ADMINISTRATIVEBUILDING FOR SUPERINTENDANT OFPOLICE,AHMEDNAGAR.

NORTH


D:/VR02/Client/140. S.P.A'nagar/issued/final tender drawing/rev 04

NTS

ROAD AND PAVING BLOCK

ROAD AND PAVING BLOCK

CC

B'

UP

DN

OVERHEAD TANK

CAPACITY-15000 LIT.

SIZE - 3 M DIA

2.8 M HEIGHT

OVERHEAD TANK

CAPACITY-15000 LIT.

SIZE - 3 M DIA

2.8 M HEIGHT

MADE UP GROUND LEVEL + 0.30EXISTING GROUND LEVEL +/-0.00

SOFT MURRUM - 0.30

60 mm thk. Paving

Murrum Filling

PLINTH LEVEL + 0.90 Building

Brick retaining wall

+0.30

+0.30

+0.30

PLINTH + 0.90

MADE UP GROUND LEVEL + 0.30EXISTING GROUND LEVEL +/-0.00

SOFT MURRUM - 0.30

25mm thk. Asphaltic Concrete (TYP.)

50mm THK. B. M.75mm THK. B. B. M.

100 mm THK. W.B.M.

150 mm THK. W. B. M.

MURRUM FILLING

Provision for Flower Bed

(150mm loose100 mm compacted)

(200mm loose150 mm compacted)

SEPTIC TANK

Capacity - 46000 lits

Size - 8.77 x 4.38 x 1.5 m

UPFLOWFILTER

IC 48

IC 50

IC 51 IC trap

EXISTINGENTRY

300 MM DIA IS NP2 CONCRETE PIPE

0.90 X 0.45 M INSPECTION CHAMBER

0.90 X 0.45 M INTERSPECTIC TRAP

IC49

0.60 X 0.45 M Inspection Chamber

NP 2 CLASS 300 mm Concrete Pipe

NOTE:- 1. This drawing supersedes drawing No.34 from the Tender drawings.

2. As the drainage layout beyond I.C.48 till septic tank is modified as shown in this drawing. Hence refer this drawing in conjunction with drawing No.13.

3. Also the storm water drain of the site is modified hence refer this drawing in conjunction with drawing No.22 from the Tender drawings.

4. Do not close the existing entry to site from Bhingar road , as shown in drawing no. 26 from the Tender drawings.

5. Overhead electrical line as shown in this drawing needs to be shifted.

Electrical Room

3.46

3.46

UNDERGROUND TANK

Capacity-52110 lits.

Size - 7.00 x 5.00 x 1.8 m

OVERFLOW TO THEROADGUTTER

Overhead Electrical line

BB

Overhead Electrical line Inspection Chamber

NP 2 CLASS 300 mm Concrete Pipe

NP 2 CLASS 300 mm Concrete Pipes, 2 No.s Existing Road side open Gutter

Existing Road side open Gutter

Inspection Chamber0.90 X 0.90 M

Inspection Chamber0.90 X 0.90 M

0.90 X 0.90 M Inspection Chamber

LAWN

2.40 5.47

4.05

2.40 55.08

45.91

19.43

4.71

32.43

4.89

8.13

2.5025.91

17.64

23.18

13.23

12.723.70

5.006.29

5.006.29

5.00

51.18

5.00

29.00

2.00

5.41 2.00

28.01

2.00

5.65

4.35

3.34

68.65

6.39

3.74

23.18

13.23

12.723.70

29.44

18.41

17.64

38.412.23

1.52

1.76

47.88

24.582.00

5.002.00

25.022.00

4.92

5.006.29

5.00

43.69

5.00

38.53

18.60

2.50

1.00

1.00

1.50

1.50

1.50 1.00

1.00

1.00

2.50

2.50

8.13

5.47

5.23

5.23

4.353.34

20.06

7.60

16.30

5.29

80.66

30.28

20.06

5.65

2.23

1.52

5.29

16.98

10.60

10.91

22.48

3.67

3.66

1.72

6.39

29.38

12.8

9

1.91

12.89

1.91

C

PRASHANT

R0,1,2

30/08/2012


VASTTU-RECKHA

G. A. BMAHESH K.

(PARAG P. SHAH)

BEAM REQUIRED AT MIDLANDING

THORAT

VIJAYA

ADVANCE COPY ONLY FORTENDER PURPOSE

750

230

900

230

830

230

830

230

750

230

830

230

830

230

830

230

830

230

830

230

830

230

830

230

830

230

750

230

750

230

830

230

830

230

900

230

900

230

830

230

830

230

750

230

750

230

830

230

830

230

830

230

830

230

750

230

750

230

750

230

750

230

830

230

830

230

830

230

830

230

830

230

830

230

830

230

830

230

PCC SIZE

RCC SIZE

DEPTH [D]

STEEL ALONG LONG SPAN

STEEL ALONG SHORT SPAN

750

230

750

230

830

230

830

230

830

230

830

230

830

230

830

230

750

230

750

230

750

230

830

230

750

230

750

230

830

230

830

230

830

230

830

230

830

230

830

230

830

230

750

230

750

230

750

230

750

230

750

230

750

230

830

230

830

230

750

230

750

230

750

230

830

230

830

230

830

230

83023

0

830

230

830

230

PCC SIZE

RCC SIZE

DEPTH [D]



750

230


PRASHANT

R0,1,2

30/08/2012


VASTTU-RECKHA(PARAG P. SHAH)

G. A. BMAHESH K. THORATVIJAYA

PRASHANT

R0,1,2

30/08/2012


VASTTU-RECKHA(PARAG P. SHAH)

G. A. BMAHESH K. THORATVIJAYA


SPLICING OF COLUMN BARS

900

230

830

230

980

230

750

230

750

230

830

230

750

230

830

230

750

230

75023

0750

230

830

230

680

300

600

450

900

230

900

230

830

230

830

230

980

230

980

230

750

230

750

230

750

230

830

230

830

230

750

230

750

230

830

230

830

230

750

230

750

230

750

230

750

230

750

230

830

230

830

230

830

230

830

230

830

230

PCC SIZE

RCC SIZE

DEPTH [D]



830

230

980

230

830

230

750

230

750

230

830

230

900

230

750

230

750

230

830

230

750

230

830

230

830

230

900

230

900

230

750

230

750

230

750

230

750

230

750

230

75023

0

750

230

830

230

830

230

750

230

750

230

PCC SIZE

RCC SIZE

DEPTH [D]



600

530

600

530

600

530

750

230

600

600

600

600

600

600

450

450

450

450

450

450

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