Plot No.1& 2,Sect.15A, C.B.D., Belapur, Navi …...1 NAVI MUMBAI MUNICIPAL CORPORATION Plot No.1&...

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NAVI MUMBAI MUNICIPAL CORPORATION

Plot No.1& 2,Sect.15A, C.B.D., Belapur, Navi Mumbai,.

TENDER CITY ENGINEER DEPARTMENT

NMMC/ CITY ENGINEER / 55 (04) /2019-20

Tender For The Work Of

Construction of Bus station with commercial complex , Indoor Sports Facilities

and Olympic size Swimming pool on Plot no.196 and 196 A Sector 12 Vashi Navi

Mumbai

NMMC Stage Vendor Stage Start Date

and time

Expiry Date &

Time

Release of Tender - 12/06/2019

10.00 a.m.

12/06/2019

13.00 p.m.

-

Tender Download

12/06/2019

10.00 a.m.

24/07/2019

13.00 p.m.

-

Bid Preparation

12/06/2019

10.00 a.m.

24/07/2019

13.00 p.m.

Super-hash

Generation & Bid

Lock

-

24/07/2019

13.01 p.m.

25/07/2019

13.02 p.m.

- Control Transfer

of Bid

25/07/2019

13.03 p.m.

27/07/2019

13.04 p.m.

Envelope 1

opening -

27/07/2019

(If possible) at 13.05 p.m.

Envelope 2

Opening -

27/07/2019

(If possible)

Navi Mumbai Municipal Corporation

Plot No.1& 2,Sect.15A, C.B.D., Belapur, Navi Mumbai,.

Signature of Tenderer No. of corrections Signature of Executive Engineer (Vashi)

Signature of Executive Engineer (Electrical Zone-1) Signature of City Engineer

2

Schedule ‘A’

NMMC invites Tenders in B-1 form through E-Tendering system from Contractors (Registered or

unregistered) who completes terms & condition mentioned in tender document for Works above

1.50 Cr. Blank Tender forms will be available from 12/06/2019 up to 24/07/2019 1:00 hrs on E-

Tendering website www.nmmc.maharashatra.etenders.in To download the blank tenders, the bidders

shall pay tender cost paid through online payment gateway by using Credit Card/Debit Card of any

bank or by Net Banking in favour of NMMC. The Tender should be submitted through E-Tendering

system only on the web site www.nmmc.maharashatra.etenders.in before 24/07/2019 upto 1.00 hrs .

1. Name Of work - Construction of Bus station with commercial complex ,

Indoor Sports Facilities and Olympic size Swimming pool on

Plot no.196 and 196 A Sector 12 Vashi Navi Mumbai

2. Estimated Cost Of Work - Rs.1,24,73,21,326/-

3. Engineers For This Work- Executive Engineer (Vashi) Executive Engineer (Electrical Zone-1)

Deputy Engineer (Vashi) Deputy Engineer (Electrical)

4. Period Of Sale Of Tender

Documents. From 12/06/2019 to 24/07/2019 downloaded from

official web site (www.nmmc.maharashtra.etenders.in) of the

Corporation

5. Cost Of Each Tender Form (Rs.5000 + 600 (12%GST) = 5600/- Payable through online

payment gateway by Debit/Credit Card of any Bank or by Net

Banking from bidders/Agencies bank account only,in favour of

Navi Mumbai Municipal Corporation .Online receipt for the

same should be uploaded with the technical documents.

6. Earnest Money Rs.62,36,610/- (EMD should be 0.50% of Estimated amount

or 1.50 lac whichever is higher)

Payable through online payment gateway by Debit/Credit

Card/RTGS/NEFT/DD/FDR of any Bank or by Net Banking

from bidders/ Agencies bank account only,in favour of Navi

Mumbai Municipal Corporation Online receipt for the same

should be uploaded with the technical documents. Fixed EMD is not Considered for any Tender.

7. Pre-Bid Meeting will be held on Date 15/07/2019 at 16.00 Hrs. at Head Office,City

Engineer Department,C.B.D. ,Navi Mumbai in the Conference Hall 2nd

floor.

8. Last Date Of Receipt of Tender 24/07/2019 Up To 13.00 Hours

9. Probable Date And Time

of Opening - Date - 27/07/2019 At ----13.05 Hour Of Tender (If Possible)

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10. Eligibility

Registration - NIL - Not required

I) Turn Over - Annual Financial turnover during the last 5 Years, Ending 31st

march of the previous financial year, should be at least 75% of the

annual cost of this work.

Annual Cost = (Total Cost of the Work)

(Completion period in years)

II) Experience - a. Experience of having successfully completed minimum one work

of Similar Type during one of the last 5 years amounting to 30%

work amount (current Work) of tendered. (For works upto Rs.10

cr.) (with Government /Semi Government/Municipal

Corporation/ any other Public sector as a contractor)

OR

a. Experience of having successfully completed minimum one work

of Similar Type during one of the last 5 years amounting to 60%

work amount (current Work) of tendered or Rs.6 Cr. whichever

is higher. (For works above Rs.10 cr.) with Government/Semi

Government/Municipal Corporation/ any other Public sector as a

contractor)

AND

- b. Experience of having Similar Type of main items in

Government/Semi Government/Municipal Corporation/ any other

Public sector as a prime contractor in tendered work during one of

the last 5 years having 30% work quantity of tendered work

quantity.

Main Items QUANTITY

I) Piling Work Minimum 30% of 4399.01 m3 i.e. 1320.00 m3

(Qty shall be executed in single work)

II) R.C.C. Work Mini Minimum 30% of 23564.00 m3 i.e.7069.00 m3


III) Synthetic textured Work Minimum 30% of 45375.00 m2 i.e. 13613.00m2


IV) False Ceiling Work Minimum 30% of 8786.94 m2 i.e. 2636.00 m2


V) Aluminum Cladding

Work

Minimum 30% of 4738.78 m2 i.e. 1422.00 m2


VI) Structural Glazing Minimum 30% of 8485.44 m2 i.e.2546.00 m2


VII)

Electrical Work with

AHU & Air

Conditioning Work

Minimum of 30% of Tendered Quantity

VIII) Fire Fighting System Minimum of 30% of Tendered Quantity

III) Bid Capacity - (A x N x 2) - B

Where as A = Maximum Annual Turnover of last five years

(As per current rate)

N = Period of work

B = Work cost of work in hand (during tender period)

IV) Qualified Personnel - One Civil Engineer Having Minimum Experience of 15 Years,

Two Civil Engineers Having Minimum Experience of 5 Years &

One Electrical Engineer Having Minimum Experience of 5 Years.

4

V) Equipment Required - As required for Work

VI) Certification - The Company Having ISO 9001, (Version 2000) Certificate,

Will Be Preferred.

Joint Venture Is Not Allowed.

No Relationship With Corporators See Clause 12 of Detailed

Tender Notice.

11. Validity Period – The offer of The Contractor Shall Remain Valid For 120 Days From The

Date Of Opening Of Tender.

12. Total Security Deposit (1.00%) - Rs.1,24,73,300/- ( To be paid at the time of agreement)

13. Completion Period - 24 Months (Including Monsoon)

1. Contract As A Whole

Period Of Completion - 24 Months (Including Monsoon)

2. Part Or Groups Of Items

(I) As A Whole Work (I) - 24 Months (Including Monsoon)

(II) As Per Approved Bar Chart

14. Percentage To Be Charges As Supervision

Charges For The Work Got Executed Through

Other Means. - 24.50 Percent.

15. Defects Liability Period - 10 Years

16. Others:- Price Variation Clause.- No price variation clause applicable as the work has

100% budget provision. As per GR No.��/ 2017/ �. .08/ ��-2, ��.27/09/2018,Para No.2.9.5

17. 1) Tenderer/Bidder Should Submit Affidavit & Undertaking In Requisite Format On Rs.100/-

Stamp Paper & All Schedules are in prescribed format & updated upto date.

2) Tenderes/Bidders Should Note That As Per The Construction Workers Welfare Act 1996,

1% Cess Of Contract Value Towards The Welfare Of Construction Workers Will Be

Deducted From The Bills.

18. Additional Performance Security Deposit - The agency have to submit an undertaking along

with Techical documents mentioned that “Additional Performance Security Deposit submitted

in envelope No.2”.

The agency will have to furnish an additional 1 % Security Deposit quoted by it below 10% and

in case the agency quotes 14% below the cost put to tender, it will have to furnish an additional

security deposit of (14%) –(10%) = 4% i.e. (1%) + (4% ) = 5% . If agency quotes 15% Below

the cost put to tender,it will have to furnish an additional security deposit of (19%)-(15%)=4% x

2= 8% in financial Envelope No.(2) in the form of Bank Guarantee/FDR of any Govt. Bank or

Schedule Bank having MICR and IFSC Code in the name of concern authority. The validity of

Bank Guarantee should be upto defect liability period of works from the date of issue (For detail

Please refer the GR No. ��/2017/�. .08/��-2, ��.27/09/2018, For online Tender, The

Agency Should upload the Scan Copy of Bank guarantee/FDR with Technical Document.

If contractor not submitted online Additional Performance Security Deposit then he has to submit

it within maximum 08 days without fail as per the GR No. ��/2017/�. .08/��-2,

��.26/11/2018.

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19. The bidder mus t have to submi t the HARD COPY within 72 hours a f ter the

b id lock.Every document i s se l f a t t es ted by the b idder .Bidder mus t have to

produce the or iginal documents for ver i f i ca t ion wheneven NMMC requi red .

20. The Agency must submit the Royalty Challans at the time of R.A. Bills; if not the necessary

charges will be deducted from the R.A. Bills.

21. Royalty including ��ह� �� (District Mineral Foundation Trust -DMFT) of only

excavated disposed material will be reimbursed by NMMC after submission of challans by agency as per

GR �� ,�� -0615/.�� .34/��-9,��.01/09/2016 & letter of ��

��,�� -2016/.�� .69/��-9,��.20/09/2016

22. As Per Government of Maharashtra Circular, GST has been come into account from 1st July, 2017

So Henceforth while quoting tender, Tenderer has to consider the GST factor (GR No ��

�-� �� -2017/ �.�.81/��/ ��.19/08/2017 and ��.11/09/2017)

23. The GST Amount i.e.12% or as mentioned in schedule -B will be paid separately on work done

amount at the time of bill.

24. If the bidder is Unemployd Engineer (�� ),He have to submit Undertaking in

the technical documents as per GR No. ��3�2017/.�� .69/5��6�-2, �� 31 �7 ,2018.

25. Tenderer / Bidder should submit Affidavit on Rs.500/- Stamp Paper in the prescribed format

attached herewith regarding the false documents submitted in the tender as per the GR No.

��/2018/�. � .127/��-2, ��.28/11/2018.

NOTE :- Tender conditions mentioned in SCHEDULE- 'A' will supersede Tender condition mentioned

in DETAILED TENDER NOTICE TO CONTRACTOR, GENERAL CONDITIONS OF CONTRACT

& elsewhere in Tender document wherever applicable.

Signature of Tenderer No. of corrections Signature of Executive Engineer (Vashi)

Signature of Executive Engineer (Electrical Zone-1) Signature of City Engineer

6

Navi Mumbai Municipal Corporation.

Name Of Work :- Construction of Bus station with commercial complex , Indoor Sports Facilities and Olympic size Swimming pool on Plot no.196 and 196 A Sector 12

Vashi Navi Mumbai

Tender No. 55(04)/2019-20.

SCHEDULE ‘B’

PART -I CIVIL WORK

Item

no.

Qty Description of Item Specification Rate in Rs. Unit Amount in Rs

EARTH WORK

1 6934.42 Excavation for foundation in earth soil of all types sand gravel and soft murum

including removing the excavated material up to a distance of 50 m. beyond the

building area and stacking and spreading as directed dewatering preparing the bed

for the foundation and necessary back filling ramming watering including shoring

and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means

BR.3 Page No. 102 150.15 Cu. M. 1041203.16

2 4234.46 Excavation for foundation in earth soils of all types sandgravel and soft murum

including removing the excavated material upto a distance of 50 metres beyond the

building area and stacking and spreading as directed dewatering preparing the bed

for the foundation and necessary back filling ramming watering including shoring

and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means

BR.3 Page No. 102 186.90 Cu. M. 791420.57

3 25.00 Excavation for foundation in hard murum including removing the excavated

material upto distance of 50 metres beyond the building area and stacking and

spreading as directed dewatering preparing the bed for the foundation and

necessary back filling ramming watering including shoring and strutting etc.

complete. (Lift upto 1.50 m) By Mechanical Means

BR.3 Page No. 102 164.85 Cu. M. 4121.25

4 25.00 Excavation for foundation in Hard murum including removing the excavated

material upto a distance of 50 metres beyond the building area and stacking and

spreading as directed dewatering preparing the bed for the foundation and

necessary back filling ramming watering including shoring and strutting etc.

complete. (Lift from 1.5 to 3.0m.) By Mechanical Means

BR.3 Page No. 102 205.80 Cu. M. 5145.00

7

5 25.00 Excavation for foundation in hard murum and boulders including removing the

excavated material up to a distance 50 metres beyond the building area and

stacking and spreading as directed dewatering preparing the bed for the foundation

and necessary back filling ramming watering including shoring and strutting etc.

complete. (Lift upto 1.5m.) By Mechanical Means

BR.3 Page No. 102 182.70 Cu. M. 4567.50

6 25.00 Excavation for foundation in Hard murum and boulders including removing the

excavated material upto a distance of 50 metres beyond the building area and

stacking and spreading as directed dewatering preparing the bed for the foundation

and necessary back filling ramming watering including shoring and strutting etc.

complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means

BR.3 Page No. 102 225.75 Cu. M. 5643.75

7 25.00 Excavation for foundation in Soft rock and old cement or lime masonry

foundations including removing the excavated material upto a distance of 50

metres beyond the building area and stacking as directed including dewatering

preparing the bed for the foundation and necessary back filling with available earth

/murum ramming watering including shoring and strutting etc. complete (lift upto

1.5m) By Mechanical Means

BR.3 Page No. 102 312.90 Cu. M. 7822.50

8 25.00 Excavation for foundation in Soft rock and old cement or lime masonry

foundations including removing the excavated material upto a distance of 50

metres beyond the building area and stacking as directed including dewatering

preparing the bed for the foundation and necessary back filling with available

earth/murum ramming watering including shoring and strutting etc. complete. (Lift

from 1.5m To 3.0 m.) By Mechanical Means

BR.3 Page No. 102 381.15 Cu. M. 9528.75

9 25.00 Excavation for foundation in Hard rock by blasting including trimming and

leveling the bed by chiseling where necessary and removing the excavated material

and stacking it in measurable heaps within a distance of 50 metres from the

building area including dewatering and back filling with available earth/murum

watering ramming etc. complete. (Lift upto 1.5m) By Mechanical Means

BR.3 Page No. 102 793.80 Cu. M. 19845.00

10 25.00 Excavation for foundation in Hard-rock by blasting including trimming and

leveling the bed by chiselling where necessary and removing the excavated

material and stacking it in measurable heaps within a distance of 50 metres from

the building area including dewatering and back filling with available earth/murum

watering ramming etc. complete. (Lift from 1.5m To 3.0 m) By Mechanical Means

BR.3 Page No. 102 916.65 Cu. M. 22916.25

8

RUBBLE SOLING FILLING & DISPOSAL

11 3599.91 Filling in plinth and floors with approved excavated material in 15cm. to 20cm.

layers including watering and compacting etc. complete.

Bd.A.10 Page No.

262

89.25 Cu. M. 321291.97

12 8222.85 Filling in plinth and floors with contractors material/brought from outside and

approved by Engineer incharge in layers of 15 cm to 20 cm including watering

and compaction etc. complete.

Bd.A.11 Page No.

263

396.90 Cu. M. 3263649.17

13 2975.10 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm

thick including hand packing and compacting etc. complete.

Bd.A. 12 Page No. 264 1482.89 Cu. M. 4411746.04

14 94.60 Providing and filling in the foundation with sand of approved quality including

watering compacting etc. complete.

Bd.A.13 Page No. 264 2611.91 Cu. M. 247086.69

15 8470.06 Disposal of the excavated material obtained from cutting side patti excavation

including loading unloading and stacking / spreading as directed etc complete for

10 km leads lifts

As directed by

Engineer In Charge

264.42 Cu. M. 2239653.27

PILE FOUNDATION

16 456.11 Providing and laying Ready Mix Cement Concrete M-30 for bored piles each of

load capacity and as per design and of 600 mm diameter or as directed placed

through steel shells sunk to the required depth through all strata except rock

excluding provision of reinforcement as per detailed drawings and design approved

by the Engineer-incharge including placing with fully automatic micro processor

based PLC with

As directed by

Engineer In Charge

3763.74 R. M. 1716679.45

SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan

mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade

finely washed etc) by tremie arrangements compaction of concrete including

chipping and dressing and withdrawal of shell etc. complete. (Excluding steel

reinforcement)





by the Engineer-incharge includingplacing with fully automatic micro processor

based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch

As directed by

Engineer In Charge

5049.22 R. M. 10348931.80

9

mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed

sand VSI Grade finely washed etc) by tremie arrangements compaction of

concrete including chipping and dressing and withdrawal of shell etc. complete.

(Excluding steel reinforcement)





by the Engineer-incharge includingplacing with fully automatic micro processor

based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch

mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed

sand VSI Grade finely washed etc) by tremie arrangements compaction of

concrete including chipping and dressing and withdrawal of shell etc. complete.

(Excluding steel reinforcement)

As directed by

Engineer In Charge

6726.77 R. M.

12735726.37

19 7011.00 Providing bentonite slurry process for various diameter of piles vide Item Nos 1 (i

to xxiv) above.

As directed by

Engineer In Charge

64.05 R. M. 449054.55

20 645.00 Chiseling through pile shells in hard strata like boulders soft and hard rocks

Beyond 550 mm and upto and inclusive of 750 mm dia. including removing and

stacking the loose materials etc. complete and disposing of the unserviceable

materials outside complete.

As directed by

Engineer In Charge

1103.55 Ring Hour 711789.75

21 3045.00 Chiseling through pile shells in hard strata like boulders soft and hard rocks

Beyond 750 mm and upto and inclusive of 900 mm dia including removing and

stacking the loose materials etc. complete and disposing of the unserviceable

materials outside complete.

As directed by

Engineer In Charge

1382.85 Ring Hour 4210778.25

22 3.00 Carrying out load test for 1.5 times the proposed safe working load on the pile in

driven position above 550 mm and upto 650 mm diameter including construction

of test cap use of accessories and instruments including providing graphs as per I.S.

code or Std.Specifications and dismantling the test cap after testing and cleaning

the site complete.

As directed by

Engineer In Charge

137978.40 No. 413935.20





As directed by

Engineer In Charge

172069.80 No. 1376558.40

10

the site complete.





the site complete.

As directed by

Engineer In Charge

238546.35 No. 1192731.75

25 64.50 Empty boring for 525 to 600 mm dia. bored R.C.C. cast in situ piles including

withdrawal of shell removal of earth to a distance of 50 metres etc. complete.

As directed by

Engineer In Charge

1036.35 R. M. 66844.58

26 304.50 Empty boring for 725 to 1050 mm dia. bored R.C.C. cast in situ piles including

withdrawal of shell removal of earth to a distance of 50 metres etc. complete.

As directed by

Engineer In Charge

1148.70 R. M. 349779.15

PLAIN CEMENT CONCRETE

27 623.32 Providing and laying Ready Mix cement concrete in M-10 of trap/ granite/

quartzite/ gneiss metal for foundation and bedding including bailing out water Steel

centering formwork laying/pumping compacting roughening them if special finish

is to be provided finishing if required and curing complete with fully automatic

micro processor based PLC with SCADA enabled reversible Drum Type

mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate

(Natural Sand / Crushed sand VSI Grade finely washed etc)

Bd. E. 1 Page No.

287

5180.20 Cu. M. 3228922.26

28 934.98 Providing and laying Ready Mix cement concrete in M15 of trap/

granite/quartzite/gneiss metal for steps including steel centering formwork

laying/pumping compacting roughening them if special finish is to be provided

finishing uneven and honeycombed surface and curing etc. complete. The Cement

Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface

only. Newly laid concrete shall be covered by gunny bag plastic tarpaulin etc.

(Wooden centering will not be allowed.)with fully automatic micro processor based

PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant

(Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI

Grade finely washed etc)

Bd.E.2 Page No.

288 and B.7 Page

No 38

5663.96 Cu. M. 5295689.32

29 25.00 Providing and laying Ready Mixcement concrete in M20 of trap/

granite/quartzite/gneiss metal for steps including steel centering formwork

laying/pumping compacting roughening them if special finish is to be provided

finishing uneven and honeycombed surface and curing etc. complete. The Cement

Bd.E.2 Page No. 288

and B.7 Page No 38

5937.78 Cu. M. 148444.50

11

Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface

only. Newly laid concrete shall be covered by gunny bag plastic tarpaulin etc.

(Wooden centering will not be allowed.) with fully automatic micro processor

based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix

plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand

VSI Grade finely washed etc)

30 25.00 Providing and laying Ready Mix cement concrete M-15 of trap/

granite/quartzite/gneiss metal for coping to plinth or parapet moulded or chamfered

as per drawing or as directed including steel centering plywood/ steel formwork

compacting roughening them if special finish is to be provided finishing uneven

and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster

is considered for rendering uneven and honeycombed surface only. Newly laid

concrete shall be covered by gunny bag plastic tarpaulin etc. (Wooden centering

will not be allowed.) With fine aggregate (Natural Sand / Crushed sand VSI Grade

finely washed etc)

Bd.E. 3/Page No.

288/I.S. 456 (2000)

5663.96 Cu. M. 141599.00

Providing and laying Ready Mix cement concrete in M20 of trap/

granite/quartzite/gneiss metal for plain or molded sills cornice jambs block in

course or architraves of required size and shapes including steel centering

formwork laying/ pumping compacting roughening them if special finish is to be

providedfinishing uneven and honeycombed surface and curing etc. complete. The

Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed

surface only. Newly laid concrete shall be covered by gunny bag plastic tarpaulin

etc. (Wooden centering will not be allowed.) with fully automatic micro processor

based PLC with SCADA enabled reversible Drum Type mixer etc. complete With

fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Bd.E. 5/Page No.

290/I.S. 456 (2000)

5937.78 Cu. M.

31 22.08 Ground floor 5937.78 Cu. M. 131106.18

32 17.30 1st floor - (Rate+1%) 5997.16 Cu. M. 103750.87

33 14.96 2nd floor - (Rate+2%) 6056.54 Cu. M. 90605.84

34 20.34 3rd floor - (Rate+3%) 6115.91 Cu. M. 124397.61

35 28.34 4th floor - (Rate+4%) 6175.29 Cu. M. 175007.72

36 20.63 5th floor - (Rate+4.5%) 6204.98 Cu. M. 128008.74

37 20.70 6th floor - (Rate+5%) 6234.67 Cu. M. 129057.67

38 21.37 7th floor - (Rate+5.5%) 6264.36 Cu. M. 133869.37

12

39 22.41 8th floor - (Rate+6%)

6294.05 Cu. M. 141049.66

REINFORCED CEMENT CONCRETE WORK (RMC)

40 3753.74 Providing and laying Ready Mix cement concrete M-30 of trap metal for R.C.C.

pile caps as per detailed designs and drawings including bailing out water manually

centering formwork laying/ pumping compacting finishing and curing etc. with

fully automatic micro processor based PLC with SCADA enabled reversible Drum

Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine

aggregate (Natural Sand/ Crushed sand VSI Grade finely washed etc) complete.

As directed by

Engineer in charge

6655.69 Cu. M. 24983729.78

41 25.00 Providing and laying Ready Mix cement concrete M-30 of trap / granite /quartzite/

gneiss metal for R.C.C. work in foundations like raft strip foundations grillage and

footings of R.C.C. columns and steel stanchions etc. columns as per detailed

designs and drawing or as directed including Steel centering formwork cover

blocks laying/pumping

Bd.F.3 Page No.

298 and B.7 Page

No.38

6473.00 Cu. M. 161825.00

compaction finishing the formed surfaces with cement mortar 1:3 of sufficient

minimum thickness to give a smooth and even surface or roughening if special

finish is to be provided and curing etc. complete. (Excluding reinforcement and

structural steel). with fully automatic micro processor based PLC with SCADA

enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc.

complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely

washed etc)

Providing and laying Ready Mix cement concrete M-30 of trap / granite /quartzite/

gneiss metal for R.C.C. columns as per detailed designs and drawings or as

directed including steel centering formwork cover blocks compacting and

roughening if special finish is to be provided and curing etc. complete. (Excluding

reinforcement and structural steel).with fully automatic micro processor based PLC

with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan

mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade

finely washed etc)

Bd.F.5 Page No. 300

and B-7Page No 38.

11531.89 Cu. M.

42 188.83 Ground floor 11531.89 Cu. M. 2177566.79

43 790.08 1st floor - (Rate+1%) 11647.21 Cu. M. 9202227.68

44 807.45 2nd floor - (Rate+2%) 11762.53 Cu. M. 9497654.85

13

45 677.20 3rd floor - (Rate+3%) 11877.85 Cu. M. 8043680.02

46 781.69 4th floor - (Rate+4%) 11993.17 Cu. M. 9374941.06

47 204.18 5th floor - (Rate+4.5%) 12050.83 Cu. M. 2460538.47

48 152.50 6th floor - (Rate+5%) 12108.48 Cu. M. 1846543.20

49 130.68 7th floor - (Rate+5.5%) 12166.14 Cu. M. 1589871.18

50 154.64 8th floor - (Rate+6%) 12223.80 Cu. M. 1890288.43

51 154.64 9th floor - (Rate+6.5%) 12281.46 Cu. M. 1899204.97

52 38.24 10th floor - (Rate+7%) 12339.12 Cu. M. 471847.95

Providing and laying Ready Mix cement concrete M-30 of trap / granite /quartzite/

gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or

as directed including steel centering formwork cover blocks laying/pumping

compactionand roughening the surface if special finish is to be provided and curing

etc. complete. (Excluding reinforcement and structural steel).with fully automatic

micro processor based PLC with SCADA enabled reversible Drum Type mixer/

concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural

Sand / Crushed sand VSI Grade finely washed etc)

10529.14

53 827.46 Ground floor 10529.14 Cu. M. 8712442.18

54 640.48 1st floor - (Rate+1%) 10634.43 Cu. M. 6811139.73

55 655.63 2nd floor - (Rate+2%) 10739.72 Cu. M. 7041282.62

56 655.63 3rd floor - (Rate+3%) 10845.01 Cu. M. 7110313.91

57 694.19 4th floor - (Rate+4%) 10950.31 Cu. M. 7601595.70

58 371.02 5th floor - (Rate+4.5%) 11002.95 Cu. M. 4082314.51

59 222.76 6th floor - (Rate+5%) 11055.60 Cu. M. 2462745.46

60 204.14 7th floor - (Rate+5.5%) 11108.24 Cu. M. 2267636.11

61 204.14 8th floor - (Rate+6%) 11160.89 Cu. M. 2278384.08

62 204.14 9th floor - (Rate+6.5%) 11213.53 Cu. M. 2289130.01

63 28.48 10th floor - (Rate+7%) 11266.18 Cu. M. 320860.81

Providing and laying Ready Mix cement concrete M-20 of trap/ granite / quartzite/

gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings

including steel centering formwork cover blocks laying/pumping compaction

finishing the formed surfaces with cement mortar 1:3 of sufficient minimum

thickness to give a smooth and

14

even surface or roughening if special finish is to be provided and curing etc.

complete(Excluding reinforcement and structural steel).with fully automatic micro

processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete

Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand /

Crushed sand VSI Grade finely washed etc)

Bd.F.8 Page No.

302 and B.7 Page

No.38

11248.68

64 1079.97 Ground floor 11248.68 Cu. M. 12148236.94

Providing and laying Ready Mix cement concrete M-30 of trap/ granite / quartzite/

gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings

including steel centering formwork cover blocks laying/pumping compaction

finishing the formed surfaces with cement mortar 1:3 of sufficient minimum

thickness to give a smooth and even surface or roughening if special finish is to be

provided and curing etc. complete(Excluding reinforcement and structural

steel).with fully automatic micro processor based PLC with SCADA enabled

reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.

With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Bd.F.8 Page No.

302 and B.7 Page

No.38

11658.95

65 1680.00 1st floor - (Rate+1%)

11775.54 Cu. M. 19782907.20

66 1680.00 2nd floor - (Rate+2%) 11892.13 Cu. M. 19978778.40

67 1680.00 3rd floor - (Rate+3%) 12008.72 Cu. M. 20174649.60

68 1736.02 4th floor - (Rate+4%) 12125.31 Cu. M. 21049780.67

69 650.00 5th floor - (Rate+4.5%) 12183.60 Cu. M. 7919340.00

70 450.00 6th floor - (Rate+5%) 12241.90 Cu. M. 5508855.00

71 375.00 7th floor - (Rate+5.5%) 12300.19 Cu. M. 4612571.25

72 355.00 8th floor - (Rate+6%) 12358.49 Cu. M. 4387263.95

73 355.00 9th floor - (Rate+6.5%) 12416.78 Cu. M. 4407956.90

74 105.00 10th floor - (Rate+7%) 12475.08 Cu. M. 1309883.40

Providing and laying Ready Mixcement concrete M-25 of trap/ granite/ quartzite/

gneiss metal for R.C.C. chajja as per detailed design and drawings including steel

centering formwork cover blocks laying/pumping compacting and roughening the

surface if special finish is to be provided and curing complete. (Excluding

reinforcement and structural steel). with fully automatic micro processor based

PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant

(Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI

Bd.F.9 Page No.

303 and B.7 Page

No.38

11403.79

15

Grade finely washed etc)

75 50.00 1st floor - (Rate+1%) 11517.83 Cu. M. 575891.50

76 50.00 2nd floor - (Rate+2%) 11631.87 Cu. M. 581593.50

77 50.00 3rd floor - (Rate+3%) 11745.90 Cu. M. 587295.00

78 50.00 4th floor - (Rate+4%) 11859.94 Cu. M. 592997.00

79 50.00 5th floor - (Rate+4.5%) 11916.96 Cu. M. 595848.00

80 50.00 6th floor - (Rate+5%) 11973.98 Cu. M. 598699.00

81 50.00 7th floor - (Rate+5.5%) 12031.00 Cu. M. 601550.00

82 50.00 8th floor - (Rate+6%) 12088.02 Cu. M. 604401.00

83 50.00 9th floor - (Rate+6.5%) 12145.04 Cu. M. 607252.00

84 50.00 10th floor - (Rate+7%) 12202.06 Cu. M. 610103.00

Providing and laying Ready Mix cement concrete in M-25 of trap / quartzite

/granite /gneiss metal for R.C.C. Waist slab and steps of staircases as per detailed

design and drawings or as directed including steel centering plywood/ steel

formwork steel props laying/pumping compaction finishing uneven and

honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a

smooth and even surface or roughening the surface if special finish is to be

provided and curing etc. complete. (Excluding einforcement including cover

block).(Newly laid concrete shall be covered by gunny bag plastic tarpaulin etc.)

with fully automatic micro processor based PLC with SCADA enabled reversible

Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine

aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Bd. F. 13 Page No.305

/I.S. 456 (2000

11470.99

85 70.38 Ground floor 11470.99 Cu. M. 807328.28

86 78.49 1st floor - (Rate+1%) 11585.70 Cu. M. 909361.59

87 29.35 2nd floor - (Rate+2%) 11700.41 Cu. M. 343407.03

88 29.35 3rd floor - (Rate+3%) 11815.12 Cu. M. 346773.77

89 29.35 4th floor - (Rate+4%) 11929.83 Cu. M. 350140.51

90 29.35 5th floor - (Rate+4.5%) 11987.18 Cu. M. 351823.73

91 21.24 6th floor - (Rate+5%) 12044.54 Cu. M. 255826.03

92 21.24 7th floor - (Rate+5.5%) 12101.89 Cu. M. 257044.14

93 21.24 8th floor - (Rate+6%) 12159.25 Cu. M. 258262.47

94 21.24 9th floor - (Rate+6.5%)

12216.60 Cu. M. 259480.58

16

Providing and fixing in position HCRM / CRS (Corrosion Resistant Steel) bar

reinforcement of various diameters for R.C.C. pile caps footings foundations slabs

beams columns canopies staircase newels chajjas lintels pardis copings fins arches

etc. as per detailed designs drawings and schedules. including cutting bending

hooking the bars binding with wires or tack welding and supporting as required

complete.

Bd.F.17 Page No. 306 70005.60

95 1269.94 Ground floor 70005.60 M.T. 88902911.66

96 456.26 1st floor - (Rate+1%) 70705.66 M.T. 32260164.43

97 452.73 2nd floor - (Rate+2%) 71405.71 M.T. 32327507.09

98 426.46 3rd floor - (Rate+3%) 72105.77 M.T. 30750226.67

99 566.49 4th floor - (Rate+4%) 72805.82 M.T. 41243768.97

100 165.90 5th floor - (Rate+4.5%) 73155.85 M.T. 12136555.52

101 112.70 6th floor - (Rate+5%) 73505.88 M.T. 8284112.68

102 113.96 7th floor - (Rate+5.5%) 73855.91 M.T. 8416619.50

103 111.31 8th floor - (Rate+6%) 74205.94 M.T. 8259863.18

104 111.31 9th floor - (Rate+6.5%) 74555.96 M.T. 8298823.91

105 23.74 10th floor - (Rate+7%) 74905.99 M.T. 1778268.20

Providing and applying Anti corrosive treatment to reinforcement as per cement

polymer composite coating (C.P.C.C.) method developed by C.E.C.R.I. including

cleaning the bar by means of any established mechanical or manual method for

removing rust and deleterious material applying rapid setting primer and cement

polymer sealing coat of approved and licensed by CECRI including redoing the

process if damage occurs during handling stacking etc. complete. (With prior

approval of SE)

As directed by

Engineer in Charge

8699.25

106 1269.94 Ground floor 8699.25 M.T 11047525.55

Providing Fusion Bonded Epoxy Coating (FBEC) to reinforced bars of 16 mm

diameter as per IS: 13620-1993 specifications for a thickness of 175micron

Permissible variation of 50 micron including testing of coating at plant extra cost

for careful handling using PVC coating binding wires instead of G. I. wires to and

from Plant) touching up the material supplied repair work etc complete as per

detailed specifications. (Lead 200km from plant) etc complete. (Item shall be used

for new structures.)Note : The item should be executed with prior approval of

Superintending Engineer.FREQUENCY OF TEST OF FUSION BONDED

As directed by

Engineer in Charge

9379.65

17

EPOXY COAT a) Coating thickness shall be tested at a frequency of not less than

one full length bar every twenty bars for each size b) continuity of coating shall be

determined by testing one full length bar in every twenty bars for each size c)

Coating thickness over the whole of the coated bar section shall be determined by

sectioning and examining one bar in every twenty tonnes for each size. d) For

testing adhesion of coating samples shall be selected from each size according to

the frequency given below: For all types of bar : Minimum 1 for every diameter or

as directed by engineer in chargecharge

107 426.46 3rd floor - (Rate+3%) 9661.04 M.T 4120047.12

108 566.49 4th floor - (Rate+4%) 9754.84 M.T 5526019.31

STRUCTURAL STEEL WORK

Providing and fabricating structural steel work in rolled sections like joists

channels angles tees etc. as per detailed design and drawings or as directed

including cutting fabricating hoisting erecting fixing in position making riveted /

bolted /welded connections without connecting plates braces etc. and including one

coat of anticorrosive paint and over it two coats of oil painting of approved quality

and shade etc. complete.

Bd.C.2 Page No.

275

74564.70

109 5.00 Ground floor 74564.70 M.T. 372823.50

110 5.00 1st floor - (Rate+1%) 75310.35 M.T. 376551.75

111 5.00 2nd floor - (Rate+2%) 76055.99 M.T. 380279.95

112 5.00 3rd floor - (Rate+3%) 76801.64 M.T. 384008.20

113 5.00 4th floor - (Rate+4%) 77547.29 M.T. 387736.45

114 5.00 5th floor - (Rate+4.5%) 77920.11 M.T. 389600.55

115 5.00 6th floor - (Rate+5%) 78292.94 M.T. 391464.70

116 18.00 7th floor - (Rate+5.5%) 78665.76 M.T. 1415983.68

117 5.00 8th floor - (Rate+6%) 79038.58 M.T. 395192.90

118 5.00 9th floor - (Rate+6.5%) 79411.41 M.T. 397057.05

119 5.00 10th floor - (Rate+7%) 79784.23 M.T. 398921.15

Providing and fabricating structural steel work in rolled sections fixed with

connecting plates or angle cleats in main and cross beams hip and jack rafters

purlins connecting to truss members and the like as per detailed designs and

drawing or as directed including cutting fabricating hoisting erecting fixing in

position making riveted/ bolted/ welded connections and one coat of anticorrosive

Bd.C.3 Page No.

275

71508.15

18

paint and over it two coats of oil painting of approved quality and shade etc.

complete.

120 5.00 Ground floor 71508.15 M.T. 357540.75

121 5.00 1st floor - (Rate+1%) 72223.23 M.T. 361116.15

122 5.00 2nd floor - (Rate+2%) 72938.31 M.T. 364691.55

123 5.00 3rd floor - (Rate+3%) 73653.39 M.T. 368266.95

124 5.00 4th floor - (Rate+4%) 74368.48 M.T. 371842.40

125 5.00 5th floor - (Rate+4.5%) 74726.02 M.T. 373630.10

126 5.00 6th floor - (Rate+5%) 75083.56 M.T. 375417.80

127 5.00 7th floor - (Rate+5.5%) 75441.10 M.T. 377205.50

128 5.00 8th floor - (Rate+6%) 75798.64 M.T. 378993.20

129 5.00 9th floor - (Rate+6.5%) 76156.18 M.T. 380780.90

130 5.00 10th floor - (Rate+7%) 76513.72 M.T. 382568.60

Providing structural steel work in single stanchions composed of R.S.J. Channel

etc. with caps bases mild steel plated angle brackets cleats gusset plates anchor

bolts etc. as per detailed designs and drawings or as directed including cutting

fabrication hoisting erecting fixing in position making riveted/ bolted/ welded

connection and one coat of anticorrosive paint and over it two. coats of oil painting

approved quality and shade etc. complete.

Bd.C.6 Page No.

277

71741.25

131 5.00 Ground floor 71741.25 M.T. 358706.25

132 5.00 1st floor - (Rate+1%) 72458.66 M.T. 362293.30

133 5.00 2nd floor - (Rate+2%) 73176.08 M.T. 365880.40

134 5.00 3rd floor - (Rate+3%) 73893.49 M.T. 369467.45

135 5.00 4th floor - (Rate+4%) 74610.90 M.T. 373054.50

136 5.00 5th floor - (Rate+4.5%) 74969.61 M.T. 374848.05

137 5.00 6th floor - (Rate+5%) 75328.31 M.T. 376641.55

138 5.00 7th floor - (Rate+5.5%) 75687.02 M.T. 378435.10

139 5.00 8th floor - (Rate+6%) 76045.73 M.T. 380228.65

140 5.00 9th floor - (Rate+6.5%) 76404.43 M.T. 382022.15

141 5.00 10th floor - (Rate+7%) 76763.14 M.T. 383815.70

Providing structural steel work in trusses other similar trussed purlins and members

with all bracing gusset plates etc. as per detailed designs and drawings or as

directed including cutting fabricating hoisting erecting fixing in position Making

Bd.C.8 Page No.

278

87691.80

19

riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it 2

coats of oil painting approved quality and shade etc. complete.

142 5.00 Ground floor 87691.80 M.T. 438459.00

143 5.00 1st floor - (Rate+1%) 88568.72 M.T. 442843.60

144 5.00 2nd floor - (Rate+2%) 89445.64 M.T. 447228.20

145 5.00 3rd floor - (Rate+3%) 90322.55 M.T. 451612.75

146 5.00 4th floor - (Rate+4%) 91199.47 M.T. 455997.35

147 5.00 5th floor - (Rate+4.5%) 91637.93 M.T. 458189.65

148 5.00 6th floor - (Rate+5%) 92076.39 M.T. 460381.95

149 5.00 7th floor - (Rate+5.5%) 92514.85 M.T. 462574.25

150 5.00 8th floor - (Rate+6%) 92953.31 M.T. 464766.55

151 5.00 9th floor - (Rate+6.5%) 93391.77 M.T. 466958.85

152 5.00 10th floor - (Rate+7%) 93830.23 M.T. 469151.15

Providing structural steel work in hollow section of various thickness and sizes in

square rectanular and round shape from 25mm to 450mm section as per IS 4923

YST 310 Grade produced from iron ore and blast furnace route etc. as per detailed

designs and drawing or as directed including cutting fabricating hoisting erecting

fixing in position making riveted/bolted/ welded connections and painting

complete.

Spec. No. As

directed

byEngineer in

Charge.

93196.95

153 5.00 Ground floor 93196.95 M.T. 465984.75

154 5.00 1st floor - (Rate+1%) 94128.92 M.T. 470644.60

155 5.00 2nd floor - (Rate+2%) 95060.89 M.T. 475304.45

156 5.00 3rd floor - (Rate+3%) 95992.86 M.T. 479964.30

157 5.00 4th floor - (Rate+4%) 96924.83 M.T. 484624.15

158 5.00 5th floor - (Rate+4.5%) 97390.81 M.T. 486954.05

159 5.00 6th floor - (Rate+5%) 97856.80 M.T. 489284.00

160 5.00 7th floor - (Rate+5.5%) 98322.78 M.T. 491613.90

161 5.00 8th floor - (Rate+6%) 98788.77 M.T. 493943.85

162 5.00 9th floor - (Rate+6.5%) 99254.75 M.T. 496273.75

163 5.00 10th floor - (Rate+7%) 99720.74 M.T. 498603.70

BRICK WORK & STONE MASONRY

20

164 189.87 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in

cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls

including bailing out water manually striking joints on unexposed faces raking out

joints on exposed faces and watering etc. Complete.

Bd.G. 1 Page No.

313

5578.52 Cum 1059193.59

165 100.00 Providing coursed rubble masonry second sort of trap / granite / quartzite / gneiss

stones in cement mortar 1:6 in superstructure including raking out joints when

plastering is to be done and striking joints when no plastering is to be done on the

inside watering scaffolding etc.complete.

Bd.H.6 Page No.

332

9831.12 Cum 983112.00

Providing Autoclaved Aerated Concrete Block masonary of Ecolite or equivalent

make conforming to IS:2185 (Part 3) - 1984 in extra fine jointing mortar of

fixoblock of UltraTech or equivalent in superstructure including striking joints

raking out joints and scaffolding etc. Complete. (The test shall be carried out

conforming to IS:6441 (Part I) - 1972)

As directed by

engineer in charge

5946.15

166 546.65 Ground floor 5946.15 Cum 3250456.95

167 552.34 1st floor - (Rate+1%) 6005.61 Cum 3317138.63

168 337.97 2nd floor - (Rate+2%) 6065.07 Cum 2049811.71

169 451.88 3rd floor - (Rate+3%) 6124.53 Cum 2767552.62

170 381.25 4th floor - (Rate+4%) 6184.00 Cum 2357650.00

171 364.35 5th floor - (Rate+4.5%) 6213.73 Cum 2263972.53

172 367.66 6th floor - (Rate+5%) 6243.46 Cum 2295470.50

173 274.96 7th floor - (Rate+5.5%) 6273.19 Cum 1724876.32

174 280.50 8th floor - (Rate+6%) 6302.92 Cum 1767969.06

175 192.21 9th floor - (Rate+6.5%) 6332.65 Cum 1217198.66

Providing Autoclaved Aerated Concrete Block masonary of Ecolite or equivalent

make conforming to IS:2185 (Part 3) - 1984 in extra fine jointing mortar of

fixoblock of UltraTech or equivalent in Half brick thick wall including striking

joints raking out joints and scaffolding etc. Complete. (The test shall be carried out

conforming to IS:6441 (Part I) - 1972)

As directed by

engineer in charge

832.65

176 156.12 Ground floor 832.65 Sqm 129993.32

177 185.93 1st floor - (Rate+1%) 840.98 Sqm 156363.41

178 71.02 2nd floor - (Rate+2%) 849.30 Sqm 60317.29

21

179 74.15 3rd floor - (Rate+3%) 857.63 Sqm 63593.26

180 301.69 4th floor - (Rate+4%) 865.96 Sqm 261251.47

181 158.99 5th floor - (Rate+4.5%) 870.12 Sqm 138340.38

182 158.99 6th floor - (Rate+5%)

874.28 Sqm 139001.78

183 136.78 7th floor - (Rate+5.5%) 878.45 Sqm 120154.39

184 136.78 8th floor - (Rate+6%) 882.61 Sqm 120723.40

Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in

cement mortar 1:6 in superstructure including striking joints raking out joints

watering and scaffolding etc. Complete

Bd.G.5 Page No. 315 5749.64

185 118.56 Ground floor 5749.64 Cum 681677.32

186 10.00 1st floor - (Rate+1%) 5807.14 Cum 58071.40

187 10.00 2nd floor - (Rate+2%) 5864.63 Cum 58646.30

188 10.00 3rd floor - (Rate+3%) 5922.13 Cum 59221.30

189 10.00 4th floor - (Rate+4%) 5979.63 Cum 59796.30

190 10.00 5th floor - (Rate+4.5%) 6008.37 Cum 60083.70

191 10.00 6th floor - (Rate+5%) 6037.12 Cum 60371.20

192 10.00 7th floor - (Rate+5.5%) 6065.87 Cum 60658.70

193 10.00 8th floor - (Rate+6%) 6094.62 Cum 60946.20

194 10.00 9th floor - (Rate+6.5%) 6123.37 Cum 61233.70

Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in

cement mortar 1:4 in half brick thick wall including mild steel longitudinal

reinforcement of 2 bars of 6 mm diameter / 2 hoop iron strips 25 mm X 1.6 mm

placed at every third course properly bent and bonded at ends scaffolding racking

out joints and watering etc. complete.

Bd.G.7 Page No.

316

744.41

195 10.00 Ground floor 744.41 Sqm 7444.10

196 10.00 1st floor - (Rate+1%) 751.85 Sqm 7518.50

197 10.00 2nd floor - (Rate+2%) 759.30 Sqm 7593.00

198 10.00 3rd floor - (Rate+3%) 766.74 Sqm 7667.40

199 10.00 4th floor - (Rate+4%) 774.19 Sqm 7741.90

200 10.00 5th floor - (Rate+4.5%) 777.91 Sqm 7779.10

201 10.00 6th floor - (Rate+5%) 781.63 Sqm 7816.30

22

202 10.00 7th floor - (Rate+5.5%) 785.35 Sqm 7853.50

203 10.00 8th floor - (Rate+6%) 789.07 Sqm 7890.70

204 10.00 9th floor - (Rate+6.5%) 792.80 Sqm 7928.00

WATER PROOFING WORK

205 404.00 Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing for

basement or underground floor on a base of Cement concrete 1:3:6 including sub

base of 2.50 centimeter thick Cement mortar 1:3 with conceal secrete (RMW)

Algae proof or other alike waterproofing liquids raking of joints upto 35 mm depth

filling the joints with 6 mm size crushed metal hand grouting with cement slurry

curing and cleaning with 7 years guarantee on court fee stamp of Rs. 100/- with

ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete )

Bd.J.2 Page No. 355 1014.30 Sqm 409777.20

206 354.40 Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing

treatment to vertical outside faces of Reinforced Cement concrete walls of

basement or underground floor including filling the gap of 25 mm between rough

shahabad and R.C.C. walls with cement grout mixed with water proofing liquid

Algae proof or other alike with one tile lift method brushing the joints horizontally

with cement slurry mixed with water proofing liquid for width 30 to 35 mm and

sloping coping over topmost tile with cement mortar 1:3 butting the bottom most

with Cement concrete 1:2:4 mixed with water proofing liquid curing with 7 years

guarantee on court fee stamp of Rs.100/- with ponding test etc complete.

(excluding Cement concrete 1:3:6 base concrete)

Bd.J.2 Page No.

355

1053.15 Sqm 373236.36

Providing cement based water proofing treatment to terraces (Indian water proofing

or alike) with brick bats laid in required slope to drain the water for any span after

cleaning the base surface. Applying a coat of cement slurry admixed with approved

water proofing compound and laying the brick bats on bottom layer in C.M.1:5

admixed with approved water proofing compound filling up to half depth of brick

bats curing this layer for 3 days applying cement slurry over this layer joints of

brick bats with C.M.1:3 admixed with approved water proofing compound and

finally top finishing with average 20 mm. thick layers of same mortar added with

jute fiber at 1 Kg per bag including finishing the surface smooth with cement slurry

admixed with approved water proofing compound. Marking finished surface with

false squares of 300mm x 300 mm. making the junctions at the parapet rounded

and tapered top for required height with drip mould at the junction of plaster and

As directed by

Engineer in

charge.

930.30

23

parapet and curing and covering 10 years Guarantee against leakproofness on Court

fee stamp paper of Rs. 500/- including ponding test etc. complete.

207 219.32 1st floor - (Rate+1%) 939.60 Sq.m. 206073.07

208 219.32 2nd floor - (Rate+2%) 948.91 Sq.m. 208114.94

209 3824.71 4th floor - (Rate+4%) 967.51 Sq.m. 3700445.17

210 189.11 5th floor - (Rate+4.5%) 972.16 Sq.m. 183845.18

211 205.04 6th floor - (Rate+5%) 976.82 Sq.m. 200287.17

212 171.86 7th floor - (Rate+5.5%) 981.47 Sq.m. 168675.43

213 157.52 8th floor - (Rate+6%) 986.12 Sq.m. 155333.62

214 2201.80 9th floor - (Rate+6.5%)

990.77 Sq.m. 2181477.39

Providing and laying jointless Polydee-LM a highly flexible elastometric coating

for RCC / cementitious surface for terrace waterproofing on B.B. Coba / R.C.C

after application of TP-42 Primer on perfectly clean surface (free from loose dust

and foreign matter) application of 1st coat of Polydee-LM @ 700 gms/sqm and

applying 2nd coat of Polydee-LM @ 700 gms/sqm and finishing the same with

sprinkling the AG-10 granules on the wet coating. (After finishing covering the

treatment with 25mm cement plaster for protection with fibrillated 6mm Plyplast

fibre @ 125 gms/sqm to be paid in separate item.) covering 7 years guarantee on

Court Fee Stamp Paper of Rs. 100/- etc. complete.

As directed by

Engineer in

charge.

1152.90

215 219.32 1st floor - (Rate+1%) 1164.43 Sq.m. 255382.79

216 219.32 2nd floor - (Rate+2%) 1175.96 Sq.m. 257911.55

217 3824.71 4th floor - (Rate+4%) 1199.02 Sq.m. 4585903.78

218 189.11 5th floor - (Rate+4.5%) 1204.78 Sq.m. 227835.95

219 205.04 6th floor - (Rate+5%) 1210.55 Sq.m. 248211.17

220 171.86 7th floor - (Rate+5.5%) 1216.31 Sq.m. 209035.04

221 157.52 8th floor - (Rate+6%) 1222.07 Sq.m. 192500.47

222 2201.80 9th floor - (Rate+6.5%) 1227.84 Sq.m. 2703458.11

Providing and applying required coats of a water based Evercrete Deep Penetrating

Sealer (DPS) on cement concrete surface like roads beams and columns plastered

walls basements roofs potable water tanks etc to react with cement and to penetrate

concrete structure thereby making it resistant to chemicals / chlorides water to

make it dust proof and to act as a water resistant at the same time which

As directed by

Engineer in

charge.

686.70

24

Strengthens the treated surface and reduce the curing period etc complete.

223 459.81 Ground floor 686.70 Sq.m. 315751.53

224 588.59 3rd floor - (Rate+3%) 707.30 Sq.m. 416309.71

225 2232.50 4th floor - (Rate+4%) 714.17 Sq.m. 1594384.53

226 699.65 9th floor - (Rate+6.5%) 731.34 Sq.m. 511682.03

Providing and applying water proofing treatment using acrylic polymer modified

cement based water proofing coating with fibre glass mesh mixing at the rate of

powder to liquid (2:1) by weight covering 9 to 10 sqm /kg with two coat using

approved chemicals for masonry and concrete surface by brush covering 7 years

guarantee on Stamp Papers etc. complete.

As directed by

Engineer in charge

830.55

227 1384.58 4th floor - (Rate+4%) 863.77 Sq.m. 1195958.67

Providing waterproof plaster in W.C. and bath 20 mm thick for dado in cement

mortar 1:3 with neat finishing floating using waterproofing compound at the rate of

1 kg. per bag of cement of approved make and manufacturer and curing (and

filling joints of Nahani trap and any outlet by properly) etc. complete.

As directed by

Engineer in

charge.

420.22

228 676.04 Ground floor 420.22 Sq.m. 284085.53

229 586.70 1st floor - (Rate+1%) 424.42 Sq.m. 249007.21

230 206.97 2nd floor - (Rate+2%) 428.62 Sq.m. 88711.48

231 531.49 3rd floor - (Rate+3%) 432.83 Sq.m. 230044.82

232 1461.13 4th floor - (Rate+4%) 437.03 Sq.m. 638557.64

233 506.27 5th floor - (Rate+4.5%) 439.13 Sq.m. 222318.35

234 514.43 6th floor - (Rate+5%) 441.23 Sq.m. 226981.95

235 479.48 7th floor - (Rate+5.5%) 443.33 Sq.m. 212567.87

236 479.48 8th floor - (Rate+6%)

445.43 Sq.m. 213574.78

Providing waterproofing in W.C. and bath including brick bat coba in all position

including providing and laying 12mm bedding in cement mortor 1:3 on vergin

concrete slab with waterproofing compound @ 1kg/per bag of cement laying brick

bat coba of required thickness in cm 1:5 with waterproofing compound 1 kg/bag of

cement grouting and finishing the top layer with 20mm thick brick bedding in cm

As directed by

Engineer in charge

4947.99

25

mortor 1:3 with waterproofing compound 1 kg/per bag of cement and testing the

treated portion for 48 hours by pond test and covering ten years' guarantee on

requisite stamp paper including curing etc. complete.

237 28.45 Ground floor 4947.99 Cu.m. 140770.32

238 23.31 1st floor - (Rate+1%) 4997.47 Cu.m. 116491.03

239 9.42 2nd floor - (Rate+2%) 5046.95 Cu.m. 47542.27

240 32.43 3rd floor - (Rate+3%) 5096.43 Cu.m. 165277.22

241 73.16 4th floor - (Rate+4%) 5145.91 Cu.m. 376474.78

242 21.59 5th floor - (Rate+4.5%) 5170.65 Cu.m. 111634.33

243 21.59 6th floor - (Rate+5%) 5195.39 Cu.m. 112168.47

244 28.44 7th floor - (Rate+5.5%) 5220.13 Cu.m. 148460.50

245 28.44 8th floor - (Rate+6%) 5244.87 Sq.m. 149164.10

Providing water proof bedding for flooring of Bath and WC 25 mm thick in C.M.

1:3 including using approved water proofing compound in specified proportion as

per manufacturers specifications for per bag of cement including leveling curing

and covering 10 years guarantee on court fee stamp paper of Rs.500/- including

ponding test etc. complete.

As directed by

Engineer in charge

412.56

246 113.79 Ground floor 412.56 Sq.m. 46945.20

247 93.26 1st floor - (Rate+1%) 416.69 Sq.m. 38860.51

248 37.69 2nd floor - (Rate+2%) 420.81 Sq.m. 15860.33

249 129.72 3rd floor - (Rate+3%) 424.94 Sq.m. 55123.22

250 292.63 4th floor - (Rate+4%) 429.06 Sq.m. 125555.83

251 86.37 5th floor - (Rate+4.5%) 431.13 Sq.m. 37236.70

252 86.37 6th floor - (Rate+5%) 433.19 Sq.m. 37414.62

253 113.74 7th floor - (Rate+5.5%) 435.25 Sq.m. 49505.34

254 113.74 8th floor - (Rate+6%)

437.31 Sq.m. 49739.64

PLASTERING AND POINTING WORK

Providing internal cement plaster 6mm thick in a single coat in cement mortar 1:3

without neeru finish to concrete surface in all position including scaffolding and

curing etc. complete.

Bd.L.1 Page No.

367

168.14

26

255 11522.75 Ground floor 168.14 Sqm 1937435.19

256 11448.55 1st floor - (Rate+1%) 169.82 Sqm 1944192.76

257 9948.75 2nd floor - (Rate+2%) 171.50 Sqm 1706210.63

258 10885.43 3rd floor - (Rate+3%) 173.18 Sqm 1885138.77

259 4213.34 4th floor - (Rate+4%) 174.87 Sqm 736786.77

260 3033.86 5th floor - (Rate+4.5%) 175.71 Sqm 533079.54

261 3260.91 6th floor - (Rate+5%) 176.55 Sqm 575713.66

262 3296.18 7th floor - (Rate+5.5%) 177.39 Sqm 584709.37

263 3296.18 8th floor - (Rate+6%) 178.23 Sqm 587478.16

264 1206.24 9th floor - (Rate+6.5%)

179.07 Sqm 216001.40

Providing internal cement plaster 12mm thick in a single coat in cement mortar 1:3

without neeru finish to concrete or brick surface in all positions including racking

out joints scaffolding and curing etc.complete.

Bd. L.2 Page No.

368

240.59

265 3482.31 Ground floor 240.59 Sqm 837808.96

266 3128.40 1st floor - (Rate+1%) 243.00 Sqm 760201.20

267 756.36 2nd floor - (Rate+2%) 245.40 Sqm 185610.74

268 1893.19 3rd floor - (Rate+3%) 247.81 Sqm 469151.41

269 2068.36 4th floor - (Rate+4%) 250.21 Sqm 517524.36

270 2344.53 5th floor - (Rate+4.5%) 251.42 Sqm 589461.73

271 2252.96 6th floor - (Rate+5%) 252.62 Sqm 569142.76

272 2161.34 7th floor - (Rate+5.5%) 253.82 Sqm 548591.32

273 2156.28 8th floor - (Rate+6%) 255.03 Sqm 549916.09

274 267.45 9th floor - (Rate+6.5%) 256.23 Sqm 68528.71

Providing internal cement plaster 20mm thick in two coat in cement mortar 1:3

without neeru finish to brick masonry or concrete surface in all positions including

scaffolding racking out joints providing groove at joints of stone masonry and

concrete members and curing etc. complete.

Bd.L.4 Page No.

368

429.32

275 50.00 Ground floor 429.32 Sqm 21466.00

276 50.00 1st floor - (Rate+1%) 433.61 Sqm 21680.50

277 50.00 2nd floor - (Rate+2%) 437.91 Sqm 21895.50

27

278 50.00 3rd floor - (Rate+3%) 442.20 Sqm 22110.00

279 50.00 4th floor - (Rate+4%) 446.49 Sqm 22324.50

280 50.00 5th floor - (Rate+4.5%) 448.64 Sqm 22432.00

281 50.00 6th floor - (Rate+5%) 450.79 Sqm 22539.50

282 50.00 7th floor - (Rate+5.5%) 452.93 Sqm 22646.50

283 50.00 8th floor - (Rate+6%) 455.08 Sqm 22754.00

284 50.00 9th floor - (Rate+6.5%) 457.23 Sqm 22861.50

Providing sand faced plaster externally in cement mortar using approved screened

sand in all positions including base coat of 15 mm thick in cement mortar 1:4 using

waterproofing compound at 1 kg per cement bag curing the same for not less than 2

days and keeping the surface of the base coat rough to receive the sand faced

treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out

grains and curing for fourteen days scaffolding etc.complete.

Bd.L.7 Page No.

369

661.80

285 5331.67 Ground floor 661.80 Sqm 3528499.21

286 6878.15 1st floor - (Rate+1%) 668.42 Sqm 4597493.02

287 6281.36 2nd floor - (Rate+2%) 675.04 Sqm 4240169.25

288 5125.15 3rd floor - (Rate+3%) 681.65 Sqm 3493558.50

289 4137.73 4th floor - (Rate+4%) 688.27 Sqm 2847875.43

290 3531.77 5th floor - (Rate+4.5%) 691.58 Sqm 2442501.50

291 3167.02 6th floor - (Rate+5%) 694.89 Sqm 2200730.53

292 2063.08 7th floor - (Rate+5.5%) 698.20 Sqm 1440442.46

293 3174.28 8th floor - (Rate+6%) 701.51 Sqm 2226789.16

294 3139.25 9th floor - (Rate+6.5%) 704.82 Sqm 2212606.19

295 2545.92 10th floor - (Rate+7%) 708.13 Sqm 1802842.33

Providing and applying Two coats of wall care Putty on plastered surface and

Ceiling and Walls to prepare surface even and smooth of approved make etc

complete.

As directed by

Engineer in

charge.

117.60

296 11522.75 Ground floor 117.60 Sqm 1355075.40

297 11448.55 1st floor - (Rate+1%) 118.78 Sqm 1359858.77

298 9948.75 2nd floor - (Rate+2%) 119.95 Sqm 1193352.56

299 10885.43 3rd floor - (Rate+3%) 121.13 Sqm 1318552.14

300 4213.34 4th floor - (Rate+4%) 122.30 Sqm 515291.48

28

301 3033.86 5th floor - (Rate+4.5%) 122.89 Sqm 372831.06

302 3260.91 6th floor - (Rate+5%) 123.48 Sqm 402657.17

303 3296.18 7th floor - (Rate+5.5%) 124.07 Sqm 408957.05

304 3296.18 8th floor - (Rate+6%) 124.66 Sqm 410901.80

305 1206.24 9th floor - (Rate+6.5%) 125.24 Sqm 151069.50

Providing and applying gypsum plaster ( with Gypsum material of Gypsum India /

Mega Sign or equivalent make ) with finishing with gypsum material in 10 to 13

millimeter thickness to previously plastered surface / or on newly brick surface (

Excluding rough cast plaster ) in all position including preparing and Finishing the

surface scaffolding etc.complete.

As directed by

Engineer in

charge.

497.70

306 3532.31 Ground floor 497.70 Sqm 1758030.69

307 3178.40 1st floor - (Rate+1%) 502.68 Sqm 1597718.11

308 806.36 2nd floor - (Rate+2%) 507.65 Sqm 409348.65

309 1943.19 3rd floor - (Rate+3%) 512.63 Sqm 996137.49

310 2118.36 4th floor - (Rate+4%) 517.61 Sqm 1096484.32

311 2394.53 5th floor - (Rate+4.5%) 520.10 Sqm 1245395.05

312 2302.96 6th floor - (Rate+5%) 522.59 Sqm 1203503.87

313 2211.34 7th floor - (Rate+5.5%) 525.07 Sqm 1161108.29

314 2206.28 8th floor - (Rate+6%) 527.56 Sqm 1163945.08

315 317.45 9th floor - (Rate+6.5%) 530.05 Sqm 168264.37

Providing and fixing chicken mesh of 22 gauge with about 30 cm. width at the

junction of R.C.C members and brick work of approved quality including fixing

mesh in position by necessary drilling in concrete /B.B.masonry and or tying by

binding wire etc. complete.

As directed by

Engineer in

charge.

99.75

316 1464.12 Ground floor 99.75 Rmt. 146045.97

317 1446.28 1st floor - (Rate+1%) 100.75 Rmt. 145712.71

318 1239.84 2nd floor - (Rate+2%) 101.75 Rmt. 126153.72

319 1239.84 3rd floor - (Rate+3%) 102.74 Rmt. 127381.16

320 1239.84 4th floor - (Rate+4%) 103.74 Rmt. 128621.00

321 1164.24 5th floor - (Rate+4.5%) 104.24 Rmt. 121360.38

322 846.72 6th floor - (Rate+5%) 104.74 Rmt. 88685.45

323 917.28 7th floor - (Rate+5.5%) 105.24 Rmt. 96534.55

29

324 917.28 8th floor - (Rate+6%) 105.74 Rmt. 96993.19

325 786.24 9th floor - (Rate+6.5%) 106.23 Rmt. 83522.28

Providing and applying laying Aggregate plaster in granite / marble stones, as

decorative finish to give granite / marble like appearance to concrete, brick or

block surfaces in all position including preparation of surface smoothly, evenly by

racking of joints in case of Brick or block work including backing layer of 12 mm

thick with cement mortar 1:3 with 2% integral cement water proofing compound,

roughening for wall keying hardening and drying the surface for a minimum five

days gaps including second coat of cement lime mortar into a proportion 1:4

preparing the surface for three coat of marble finish plaster giving a thin coat of

white cement and two parts of course calcite powder, applying the mortar with

steel float on the surface in proper evenness applying at coat of white cement and

lime to set a smooth finish then applying a thin coat of slurry made of white cement

and black oxide colour in required proportion by the steel float to get black streaks

on the surface and curing the surface for two days including all materials and

labour etc. complete.

As directed by

Engineer in

charge.

1,355.55

326 2182.37 Ground floor 1,355.55 Sqm

2,958,311.65

327 2476.13 1st floor - (Rate+1%) 1,369.11 Sqm

3,390,094.34

328 2261.29 2nd floor - (Rate+2%) 1,382.66 Sqm

3,126,595.23

329 1845.05 3rd floor - (Rate+3%) 1,396.22 Sqm

2,576,095.71

330 1489.58 4th floor - (Rate+4%) 1,409.77 Sqm

2,099,965.20

331 1271.44 5th floor - (Rate+4.5%) 1,416.55 Sqm

1,801,058.33

332 1140.13 6th floor - (Rate+5%) 1,423.33 Sqm

1,622,781.23

333 742.71 7th floor - (Rate+5.5%) 1,430.11 Sqm

1,062,157.00

30

334 1142.74 8th floor - (Rate+6%) 1,436.88 Sqm

1,641,980.25

335 1130.13 9th floor - (Rate+6.5%) 1,443.66 Sqm

1,631,523.48

336 916.53 10th floor - (Rate+7%) 1,450.44 Sqm

1,329,371.77

Providing flush grooved pointing with cement mortar 1:3 for stone masonry work

including scaffolding and curing etc. complete.

Bd. L.15 Page No. 372 141.77 Sqm

337 123.48 Ground floor 141.77 Sqm 17505.76

EXPANSION JOINTS

Providing expansion joints in reinforced cement concrete framed structure (interior

columns) with plain premoulded filler with confirming to IS 18381961 25 mm

thick with 75 mm wide and 1 mm thick stainless steel plate finishing etc. complete

as directed

Bd K 1 A 5843.25 Sq.mt.

338 19.50 Ground floor 5843.25 Sq.mt. 113943.38

339 75.60 1st floor - (Rate+1%) 5901.68 Sq.mt. 446167.01

340 75.60 2nd floor - (Rate+2%) 5960.12 Sq.mt. 450585.07

341 64.80 3rd floor - (Rate+3%) 6018.55 Sq.mt. 390002.04

342 64.80 4th floor - (Rate+4%) 6076.98 Sq.mt. 393788.30

Providing expansion joints in R.C.C. framed structure (exterior column) with plain

premoulded filler 25 mm thick with 75 mm wide and 1 mm thick stainless steel

plate and finishing etc. complete.

Bd.K.1 B 6301.05 Sq.mt.






Providing expansion joints in R.C.C. framed structure (at floor level) with plain

premoulded filler 25 mm thick with 75 mm wide and 1 mm thick stainless steel plat

and finishing etc. complete.

Bd.K.1 C 5021.10 Sq.mt.




31


Providing expansion joints in R.C.C. framed structure (at Terrace level) with

premoulded filler 25 mm thick with 40 mm wide and 1 mm thick stainless steel

plate as required bitumen poured filler and finishing etc. complete as directed.

Bd.K.1 D 4999.05 Sq.mt.


Providing and fixing of BITUFLEX CLOSE CELL FOAM of size 30 mm x 30 mm

in double layer in the expansion joints in R.C.C framed structure (at floor level / at

terrace level / interior columns) for overlapping of closed cell foam joints applying

TP- 40 PRIMER on both the sides of concrete surface filling the 25 mm x 25 mm

gap with the POLYDEE-41 highly flexible sealant and covering the joint with

Polydee-LM 150 mm width in 2 coats etc. complete.

As directed by

Engineer in charge

1918.35 Rmt.

353 92.67 Ground floor 1918.35 Rmt. 177773.49

354 124.92 1st floor - (Rate+1%) 1937.53 Rmt. 242036.25

355 124.92 2nd floor - (Rate+2%) 1956.72 Rmt. 244433.46

356 118.92 3rd floor - (Rate+3%) 1975.90 Rmt. 234974.03

357 118.92 4th floor - (Rate+4%) 1995.08 Rmt. 237254.91

Providing and fixing of BITUFLEX CLOSE CELL FOAM of size 30 mm x 30 mm

in double layer in the expansion joints in R.C.C. framed structure (Exterior

column) with closed cell foam applying TP-40 PRIMER on both the sides of

concrete surface filling the 25 mm x 25 mm gap with the POLYSEAL highly

flexible sealant and covering the joint with Polydee- LM 150 mm width in 2 coats

and fixing the aluminium plate of 100 mm wide and 3 mm thick on external face of

column etc. complete.Note- for item no. 9 and 10 Prior approval of Superintending

Engineer is Necessary before execution of work.

As directed by

Engineer in charge

1896.30 Rmt.

358 1.54 Ground floor 1896.30 Rmt. 2920.30

359 8.40 1st floor - (Rate+1%) 1915.26 Rmt. 16088.18

360 8.40 2nd floor - (Rate+2%) 1934.23 Rmt. 16247.53

361 7.20 3rd floor - (Rate+3%) 1953.19 Rmt. 14062.97

362 7.20 4th floor - (Rate+4%) 1972.15 Rmt. 14199.48

PAVING FLOORING AND DADO WORK

Providing and laying machine cut machine Polished Kota stone flooring 25mm to

30mm thick and required width in plain/ diamond pattern on bed of 1:6 C. M.

including cement float filling joints with neat cement slurry curing polishing and

Bd.M.3 Page No.

380

1040.40 Sqm

32

cleaning etc. complete.

363 153.56 Ground floor 1040.40 Sqm 159763.82

364 73.05 1st floor - (Rate+1%) 1050.80 Sqm 76765.14

365 160.41 3rd floor - (Rate+3%) 1071.61 Sqm 171896.96

366 150.01 5th floor - (Rate+4.5%) 1087.22 Sqm 163093.87

367 92.56 6th floor - (Rate+5%) 1092.42 Sqm 101114.40

368 32.45 7th floor - (Rate+5.5%) 1097.62 Sqm 35617.77

369 32.45 8th floor - (Rate+6%) 1102.82 Sqm 35786.51

Providing Mirror polishing to Kota Stone including using all necessary stones and

equipments cleaning washing etc. complete. For Flooring

As directed by

Engineer in charge.

119.70 Sqm

370 153.56 Ground floor 119.70 Sqm 18381.13

371 73.05 1st floor - (Rate+1%) 120.90 Sqm 8832.23

372 160.41 3rd floor - (Rate+3%) 123.29 Sqm 19776.95

373 150.01 5th floor - (Rate+4.5%) 125.09 Sqm 18764.75

374 92.56 6th floor - (Rate+5%) 125.69 Sqm 11633.87

375 32.45 7th floor - (Rate+5.5%) 126.28 Sqm 4097.79

376 32.45 8th floor - (Rate+6%) 126.88 Sqm 4117.26

Providing and fixing in required position skirting or dado of polished Kotah Stone

slab 25 mm to 30 mm thick fixed on base on plaster of cement mortar 1:4 including

cement float filling joints with cement slurry curing rubbing polishing and cleaning

complete.

As directed by

Engineer in

charge.

1071.54 Sqm

377 20.69 Ground floor 1071.54 Sqm 22170.16

378 10.03 1st floor - (Rate+1%) 1082.26 Sqm 10853.99

379 5.42 3rd floor - (Rate+3%) 1103.69 Sqm 5986.41

380 10.64 5th floor - (Rate+4.5%) 1119.76 Sqm 11914.25

381 10.64 6th floor - (Rate+5%) 1125.12 Sqm 11971.28

382 8.98 7th floor - (Rate+5.5%) 1130.47 Sqm 10151.62

383 8.98 8th floor - (Rate+6%) 1135.83 Sqm 10199.75

Providing Mirror polishing to Kota Stone including using all necessary stones and

equipments cleaning washing etc. complete. For Skirting

As directed by

Engineer in

charge.

54.60 Sqm

384 20.69 Ground floor 54.60 Sqm 1129.67

33

385 10.03 1st floor - (Rate+1%) 55.15 Sqm 553.10

386 5.42 3rd floor - (Rate+3%) 56.24 Sqm 305.05

387 10.64 5th floor - (Rate+4.5%) 57.06 Sqm 607.12

388 10.64 6th floor - (Rate+5%) 57.33 Sqm 609.99

389 8.98 7th floor - (Rate+5.5%) 57.60 Sqm 517.25

390 8.98 8th floor - (Rate+6%) 57.88 Sqm 519.76

Providing and laying ceramic tiles of having size 30 cm. x 30 cm. and confirming

to corresponding I.S. for dado and skirting in required position with readymade

adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint

filling with white/ colour cement slurry cleaning curing etc. complete.

Bd.M.13 Page No.

386.

1086.20 Sqm

391 106.18 Ground floor 1086.20 Sqm 115332.72

392 103.38 1st floor - (Rate+1%) 1097.06 Sqm 113416.26

393 29.38 2nd floor - (Rate+2%) 1107.92 Sqm 32550.69

394 29.38 3rd floor - (Rate+3%) 1118.79 Sqm 32870.05

395 1807.29 4th floor - (Rate+4%) 1129.65 Sqm 2041605.15

396 80.29 5th floor - (Rate+4.5%) 1135.08 Sqm 91135.57

397 80.29 6th floor - (Rate+5%) 1140.51 Sqm 91571.55

398 119.97 7th floor - (Rate+5.5%) 1145.94 Sqm 137478.42

399 119.97 8th floor - (Rate+6%) 1151.37 Sqm 138129.86

Providing and laying ceramic tiles having size 30 cm. x 45 cm. confirming to

corresponding I.S. for dado and skirting in required position with readymade

adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint

filling with white/ colour cement slurry cleaning curing etc. complete.

Bd.M.13 Page No.

386.

1134.50 Sqm

400 471.91 Ground floor 1134.50 Sqm 535381.90

401 418.44 1st floor - (Rate+1%) 1145.85 Sqm 479471.77

402 130.24 2nd floor - (Rate+2%) 1157.19 Sqm 150710.11

403 129.96 3rd floor - (Rate+3%) 1168.54 Sqm 151864.63

404 877.53 4th floor - (Rate+4%) 1179.88 Sqm 1035378.92

405 398.42 5th floor - (Rate+4.5%) 1185.55 Sqm 472346.83

406 398.42 6th floor - (Rate+5%) 1191.23 Sqm 474609.86

407 262.85 7th floor - (Rate+5.5%) 1196.90 Sqm 314605.17

408 262.85 8th floor - (Rate+6%) 1202.57 Sqm 316095.52

34

Providing and laying in position flooring of telephone black / Amba White / Cat

bary brown / Ruby red / Ocean Brown granite stone of approved shade and size 18

mm to 20 mm thick on bed 1:6 cement mortar including cement floats striking

joints pointing in C.M. 1:3 curing and cleaning etc. complete.

Bd.M. 3 B/Page

No. 380

3667.50 Sqm

409 710.20 Ground floor 3667.50 Sqm 2604658.50

410 277.74 1st floor - (Rate+1%) 3704.18 Sqm 1028798.95

411 277.42 2nd floor - (Rate+2%) 3740.85 Sqm 1037786.61

412 277.42 3rd floor - (Rate+3%) 3777.53 Sqm 1047962.37

413 300.61 4th floor - (Rate+4%) 3814.20 Sqm 1146586.66

414 684.75 5th floor - (Rate+4.5%) 3832.54 Sqm 2624331.77

415 497.07 6th floor - (Rate+5%) 3850.88 Sqm 1914156.92

416 282.36 7th floor - (Rate+5.5%) 3869.21 Sqm 1092510.14

417 282.36 8th floor - (Rate+6%) 3887.55 Sqm 1097688.62

Providing and fixing machine cut machine polished 18 mm to 20 mm thick

telephone black / Amba White / Cat bary brown / RBI red / Ocean Brown granite

stone for treads and risers of steps and staircases of approved colour and shade with

rounded moulding and three grooved line for the treads on bed of 1:4 Cement

mortar including float filling joints with neat cement slurry curing polishing and

cleaning etc. complete.

Bd. M.22 B/Page

No. 390

3667.50 Sqm

418 471.58 Ground floor 3667.50 Sqm 1729504.98

419 85.68 1st floor - (Rate+1%) 3704.18 Sqm 317374.14

420 85.68 2nd floor - (Rate+2%) 3740.85 Sqm 320516.03

421 85.68 3rd floor - (Rate+3%) 3777.53 Sqm 323658.77

422 98.91 4th floor - (Rate+4%) 3814.20 Sqm 377262.52

423 121.73 5th floor - (Rate+4.5%) 3832.54 Sqm 466535.09

424 54.81 6th floor - (Rate+5%) 3850.88 Sqm 211066.73

425 53.30 7th floor - (Rate+5.5%) 3869.21 Sqm 206221.15

426 53.30 8th floor - (Rate+6%)

3887.55 Sqm 207198.64

Providing and laying telephone black / Amba White / Cadburybrown / Ruby red /

Ocean Brown granite stone of 18 to 20 mm thick for door frame/ dado/ window

boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing the

As directed by

Engineer in

charge.

3872.94 Sqm

35

sharp edges wherever necessary curing etc. complete.

427 187.88 Ground floor 3872.94 Sqm 727628.60

428 170.20 1st floor - (Rate+1%) 3911.67 Sqm 665766.23

429 120.60 2nd floor - (Rate+2%) 3950.40 Sqm 476418.24

430 178.14 3rd floor - (Rate+3%) 3989.13 Sqm 710615.64

431 271.03 4th floor - (Rate+4%) 4027.86 Sqm 1091670.90

432 184.06 5th floor - (Rate+4.5%) 4047.22 Sqm 744931.31

433 184.09 6th floor - (Rate+5%) 4066.59 Sqm 748618.55

434 181.18 7th floor - (Rate+5.5%) 4085.95 Sqm 740284.25

435 190.64 8th floor - (Rate+6%) 4105.32 Sqm 782629.99

436 4.05 9th floor - (Rate+6.5%) 4124.68 Sqm 16704.95

Providing and fixing machine cut mirror polished 18 mm to 20 mm thick telephone

black granite / Amba White / Cat bary brown / RBI red / Ocean Brown granite

stone partition with rounding / moulding the edges etc. complete . Both side polish

Bd.M.35 B/Page

No.393

3596.10 Sqm

437 6.62 Ground floor 3596.10 Sqm 23788.20

438 2.84 1st floor - (Rate+1%) 3632.06 Sqm 10296.89

439 2.84 2nd floor - (Rate+2%) 3668.02 Sqm 10398.84

440 2.84 3rd floor - (Rate+3%) 3703.98 Sqm 10500.78

441 2.84 4th floor - (Rate+4%) 3739.94 Sqm 10602.73

442 2.84 5th floor - (Rate+4.5%) 3757.92 Sqm 10653.70

443 2.84 6th floor - (Rate+5%) 3775.91 Sqm 10704.70

444 7.56 7th floor - (Rate+5.5%) 3793.89 Sqm 28681.81

445 7.56 8th floor - (Rate+6%) 3811.87 Sqm 28817.74

Providing and laying vitrified mirror / glossy finish tiles decorative type having

size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and

confirming to IS. 15622-2006 ( group Bla) of approved make shade and pattern for

flooring in required position laid on a bed of 1:4 cement mortar including neat

cement float filling joints curing and clearing etc. complete. a) Flooring

Bd.M. 12 Page

No.385

1103.00 Sqm

446 2506.96 Ground floor 1103.00 Sqm 2765171.37

447 2087.21 1st floor - (Rate+1%) 1114.03 Sqm 2325208.99

448 9.31 2nd floor - (Rate+2%) 1125.06 Sqm 10472.06

449 9.31 3rd floor - (Rate+3%) 1136.09 Sqm 10574.73

36

450 105.72 4th floor - (Rate+4%) 1147.12 Sqm 121275.82

451 1441.19 5th floor - (Rate+4.5%) 1152.64 Sqm 1661173.24

452 1441.19 6th floor - (Rate+5%) 1158.15 Sqm 1669114.20

453 24.67 7th floor - (Rate+5.5%) 1163.67 Sqm 28707.74

454 24.67 8th floor - (Rate+6%) 1169.18 Sqm 28843.67

Providing and laying vitrified mirror / glossy finish tiles having size 590 mm to

605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS.

15622-2006 ( group Bla) of approved make shade and pattern for flooring in

required position laid on a bed of 1:4 cement mortar including neat cement float

filling joints curing and clearing etc. complete.b) Skirting

Bd.M. 12 Page

No.385

1157.60 Sqm

455 351.75 Ground floor 1157.60 Sqm 407188.12

456 253.48 1st floor - (Rate+1%) 1169.18 Sqm 296368.42

457 11.88 2nd floor - (Rate+2%) 1180.75 Sqm 14024.95

458 11.88 3rd floor - (Rate+3%) 1192.33 Sqm 14162.50

459 246.99 4th floor - (Rate+4%) 1203.90 Sqm 297351.26

460 190.15 5th floor - (Rate+4.5%) 1209.69 Sqm 230022.55

461 133.34 6th floor - (Rate+5%) 1215.48 Sqm 162072.10

462 113.90 7th floor - (Rate+5.5%) 1221.27 Sqm 139102.65

463 113.90 8th floor - (Rate+6%) 1227.06 Sqm 139762.13

Providing and laying vitrified matt fininsh tiles having size 590 mm to 605 mm x

to 605 mm of 8 to 10 mm thickness and confirming IS. 15622-2006 (Group Bla) of

approved make shade and pattern for flooring in required position laid on a bed of

1:4 cement morar including neat cement float filling joints curing and cleaning etc.

complete. a) Flooring

Bd.M. 12 Page

No.385

1689.95 Sqm

464 269.13 4th floor - (Rate+4%) 1757.55 Sqm 473005.92

465 1287.39 7th floor - (Rate+5.5%) 1782.90 Sqm 2295287.63

466 1287.39 8th floor - (Rate+6%) 1791.35 Sqm 2306166.08

Providing and laying vitrified matt finish tiles having size 590 mm to 605 mm x to

605 mm of 8 to 10 mm thickness and confirming IS. 15622-2006 (Group Bla) of

approved make shade and pattern for flooring in required position laid on a bed of

1:4 cement mortar including neat cement float filling joints curing and cleaning etc.

complete. b) Skirting

Bd.M. 12 Page

No.385

2006.00 Sqm

467 9.89 4th floor - (Rate+4%) 2086.24 Sqm 20630.83

37

468 20.95 7th floor - (Rate+5.5%) 2116.33 Sqm 44337.11

469 20.95 8th floor - (Rate+6%) 2126.36 Sqm 44547.24

Providing and preparing kitchen otta up to 75 cm widthmade up from 30 mm thick

and 75 cm high vertical support for kadppa at 1 m. c/c of 25 mm thick both side

polished kadappa middle shelf and bottom of 20 mm thick one side polished

kadappa with facia patti of 20 x 50 mm kadappa including all material labour

cutting fixing with cement mortar and araldite curing polished and cleaning etc.

complete.

Bd.M.35C / Page

No. 393

2339.79 Sqm

470 7.92 Ground floor 2339.79 Sqm 18535.82

471 11.39 4th floor - (Rate+4%) 2433.38 Sqm 27708.90

472 3.73 5th floor - (Rate+4.5%) 2445.08 Sqm 9115.26

473 3.73 6th floor - (Rate+5%) 2456.78 Sqm 9158.88

474 8.77 7th floor - (Rate+5.5%) 2468.48 Sqm 21646.10

475 8.77 8th floor - (Rate+6%) 2480.18 Sqm 21748.70

Providing and laying in situ cement concrete M30 with tremix treatment for 200

mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with

necessary refilling with bitumen etc. complete.

As directed by

Engineer in charge

1165.50 Sqm

476 4422.48 Ground floor 1165.50 Sqm 5154400.44

477 528.88 1st floor - (Rate+1%) 1177.16 Sqm 622577.56

478 7300.08 2nd floor - (Rate+2%) 1188.81 Sqm 8678406.92

479 5954.87 3rd floor - (Rate+3%) 1200.47 Sqm 7148641.59

480 2291.60 4th floor - (Rate+4%) 1212.12 Sqm 2777699.04

481 194.01 5th floor - (Rate+4.5%) 1217.95 Sqm 236293.26

482 173.43 6th floor - (Rate+5%) 1223.78 Sqm 212234.05

Providing and fixing heavy duty inter locking concrete Rubber mould glossy

paving blocks of 80 mm thickness of having a strength of 400 kg/Sq.cm. of

approved quality and shape on a bed of crushed sand of 25 to 30 mm thick

including skirting joints and cleaning etc. complete.

(using 100% crushed sand)

Bd. M-12 page

No. 385

1221.15 Sqm

483 1453.59 Ground floor

1221.15 Sqm 1775048.99

Providing and fixing 1.5 mm thick polyvenyl venyl chloride flooring including Bd.M.35C / Page 506.10 Sqm

38

leveling the base with white cement including pasting with appropriate material

cleaning the surface etc. complete

No. 393

484 446.90 4th floor - (Rate+4%) 526.34 Sqm 235219.77

Providing laying and fixing exterior grade fibrilling fibre reinforcement heavy

duty designer cement concrete tiles for Flooring of approved colour and design 22

+/ -2 mm thick bayer colour pigmented as per IS ..1237 - 1980 having compressive

strength more than 500 kg/sq.cm reaffirmed in 2006 having wert transvrse

strenghth of 3.5 / mm 2 water absorption less than 10 % abrasion / wear resistance

less than 2 mm skid resistance more than 25.0 (ASTM:E303) and no fading as per

DIN - 51094 of size 300 x 300 in plan / designed pattern on a bed of 1:4 cement

mortar including cement float filling joints with neat cement slurry curing polishing

and cleaning etc. complete. For flooring.

As directed by

Engineer-In- Charge

1517.75 Sqm

485 25.00 Ground floor 1517.75 Sqm 37943.75

PAINTING WORK

Providing and applying priming coat on concrete/ masonary/ Asbestos Cement

plastered surfaces including scaffolding if necessary preparing the surface by

thoroughly cleaning oil grease dirt and other foreign matter and sand papering as

required etc. complete.

As directed by

Engineer in

charge.

29.40 Sqm

486 15055.06 Ground floor 29.40 Sqm 442618.76

487 14626.95 1st floor - (Rate+1%) 29.69 Sqm 434274.15

488 10755.11 2nd floor - (Rate+2%) 29.99 Sqm 322545.75

489 12828.62 3rd floor - (Rate+3%) 30.28 Sqm 388450.61

490 6331.70 4th floor - (Rate+4%) 30.58 Sqm 193623.39

491 5428.39 5th floor - (Rate+4.5%) 30.72 Sqm 166760.14

492 5563.87 6th floor - (Rate+5%) 30.87 Sqm 171756.67

493 5507.52 7th floor - (Rate+5.5%) 31.02 Sqm 170843.27

494 5502.46 8th floor - (Rate+6%) 31.16 Sqm 171456.65

495 1523.69 9th floor - (Rate+6.5%) 31.31 Sqm 47706.73

Providing and applying plastic emulsion paint of approved quality colour and shade

to new surface in three coats including scaffolding preparing the surface.

(excluding primer coat) etc. complete.

Bd.P.6 Page No.

414

91.35 Sqm

496 15055.06 Ground floor 91.35 Sqm 1375279.73

497 14626.95 1st floor - (Rate+1%) 92.26 Sqm 1349482.41

39

498 10755.11 2nd floor - (Rate+2%) 93.18 Sqm 1002161.15

499 12828.62 3rd floor - (Rate+3%) 94.09 Sqm 1207044.86

500 6331.70 4th floor - (Rate+4%) 95.00 Sqm 601511.50

501 5428.39 5th floor - (Rate+4.5%) 95.46 Sqm 518194.11

502 5563.87 6th floor - (Rate+5%) 95.92 Sqm 533686.41

503 5507.52 7th floor - (Rate+5.5%) 96.37 Sqm 530759.70

504 5502.46 8th floor - (Rate+6%) 96.83 Sqm 532803.20

505 1523.69 9th floor - (Rate+6.5%) 97.29 Sqm 148239.80

Providing and applying priming coat over new wood and wood based surfaces

including preparing the surface by thoroughly cleaning oil grease dirt and other

foreign matter sand papering and knotting scaffolding etc. complete.

As directed by

Engineer in

charge.

26.25 Sqm

506 21.36 Ground floor 26.25 Sqm 560.70

507 14.81 1st floor - (Rate+1%) 26.51 Sqm 392.61

508 5.48 2nd floor - (Rate+2%) 26.78 Sqm 146.75

509 5.48 3rd floor - (Rate+3%) 27.04 Sqm 148.18

510 25.14 4th floor - (Rate+4%) 27.30 Sqm 686.32

511 24.95 5th floor - (Rate+4.5%) 27.43 Sqm 684.38

512 24.95 6th floor - (Rate+5%) 27.56 Sqm 687.62

513 24.32 7th floor - (Rate+5.5%) 27.69 Sqm 673.42

514 24.32 8th floor - (Rate+6%) 27.83 Sqm 676.83

Providing and applying two coats of synthetic enamel paint of approved colour to

new /old structural steel work and wood work in buildings including scaffolding if

necessary cleaning and reparing the surface (excluding primer coat) etc. complete.

Bd.O.5 Page No.

405

75.60 Sqm

515 21.36 Ground floor 75.60 Sqm 1614.82

516 14.81 1st floor - (Rate+1%) 76.36 Sqm 1130.89

517 5.48 2nd floor - (Rate+2%) 77.11 Sqm 422.56

518 5.48 3rd floor - (Rate+3%) 77.87 Sqm 426.73

519 25.14 4th floor - (Rate+4%) 78.62 Sqm 1976.51

520 24.95 5th floor - (Rate+4.5%) 79.00 Sqm 1971.05

521 24.95 6th floor - (Rate+5%) 79.38 Sqm 1980.53

522 24.32 7th floor - (Rate+5.5%) 79.76 Sqm 1939.76

523 24.32 8th floor - (Rate+6%) 80.14 Sqm 1949.00

40

Providing and applying priming coat over new/old steel and other metal surfaces

including preparing the surface by thoroughly cleaning oil grease dirt and other

foreign matter and scoured with wire brushes fine steel wool scrappers and sand

paper scaffolding etc. complete.

As directed by

Engineer in charge.

27.30 Sqm


27.30 Sqm 14194.03

Providing and applying two coats of flat oil paint of approved colour to the old

structural steel work and iron work previously painted in building including

scaffolding if necessary cleaning and preparing the surface (excluding primer coat)

etc. complete.

Bd.0.6 Page No.

406

66.15 Sqm

525 25.00 Ground floor 66.15 Sqm 1653.75

Providing and applying Texture plaster with finishing with texture material of

approved make in 3 to 4 millimeter thickness on previously plastered surface

including Plaster Groove 6mm thickness or Tape Grooves 35 to 45 mm thickness

or as required in all position including preparing the surface scaffolding etc.

complete.

As directed by

Engineer in

charge.

495.60 Sqm

526 5331.67 Ground floor 495.60 Sqm 2642375.65

527 6878.15 1st floor - (Rate+1%) 500.56 Sqm 3442926.76

528 6281.36 2nd floor - (Rate+2%) 505.51 Sqm 3175290.29

529 5125.15 3rd floor - (Rate+3%) 510.47 Sqm 2616235.32

530 4137.73 4th floor - (Rate+4%) 515.42 Sqm 2132668.80

531 3531.77 5th floor - (Rate+4.5%) 517.90 Sqm 1829103.68

532 3167.02 6th floor - (Rate+5%) 520.38 Sqm 1648053.87

533 2063.08 7th floor - (Rate+5.5%) 522.86 Sqm 1078702.01

534 3174.28 8th floor - (Rate+6%) 525.34 Sqm 1667576.26

535 3139.25 9th floor - (Rate+6.5%)

527.81 Sqm 1656927.54

536 2545.92 10th floor - (Rate+7%) 530.29 Sqm 1350075.92

Providing and applying external raincoat painting with crack filling acrylic

polymer based chemical compound coating to the external surface of walls to

prevent water seepage in the masonry walls during monsoon added with required

As directed by

Engineer in charge.

228.90 Sqm

41

shade Steiner to give required shade to the surface in two coats. Including

providing three coat of priming of polymer base primer including preparing surface

scrapping the existing loose old paint removing loose particles of sand on the

surface opening and cleaning the cracks developed in the external plaster removing

loose particles by chiseling filling cracks by chemicals compound of approved

make with proper penetration etc. Coating of Raincoat with the help of brush and

as per instructions and specification given by manufacturer and with instruction

from Engineer in-charge. Work shall be executed by certified applicator only and

covering gurantee of 3 years on court stamp paper of Rs. 500/- and necessary

testing etc. complete.

537 5331.67 Ground floor 228.90 Sqm 1220419.26

538 6878.15 1st floor - (Rate+1%) 231.19 Sqm 1590159.50

539 6281.36 2nd floor - (Rate+2%) 233.48 Sqm 1466571.93

540 5125.15 3rd floor - (Rate+3%) 235.77 Sqm 1208356.62

541 4137.73 4th floor - (Rate+4%) 238.06 Sqm 985028.00

542 3531.77 5th floor - (Rate+4.5%) 239.20 Sqm 844799.38

543 3167.02 6th floor - (Rate+5%) 240.35 Sqm 761193.26

544 2063.08 7th floor - (Rate+5.5%) 241.49 Sqm 498213.19

545 3174.28 8th floor - (Rate+6%) 242.63 Sqm 770175.56

546 3139.25 9th floor - (Rate+6.5%) 243.78 Sqm 765286.37

547 2545.92 10th floor - (Rate+7%) 244.92 Sqm 623546.73

DOORS AND WINDOWS WORK

Providing and fixing frame with / without ventilator of size as specified with

Country cut teak wood for doors and windows including chamfering rounding

rebating iron holdfast of size 300mm x 40mm x 5mm with oil painting etc.

complete

As directed by

Engineer in

charge.

159118.05 Cu.m.

548 10.68 Ground floor 159118.05 Cu.m. 1699221.66

549 7.40 1st floor - (Rate+1%) 160709.23 Cu.m. 1189730.43

550 2.74 2nd floor - (Rate+2%) 162300.41 Cu.m. 444865.42

551 2.74 3rd floor - (Rate+3%) 163891.59 Cu.m. 449226.85

552 10.68 4th floor - (Rate+4%) 165482.77 Cu.m. 1767190.50

553 1.25 5th floor - (Rate+4.5%) 166278.36 Cu.m. 207847.95

554 1.25 6th floor - (Rate+5%) 167073.95 Cu.m. 208842.44

42

555 1.22 7th floor - (Rate+5.5%) 167869.54 Cu.m. 204800.84

556 1.22 8th floor - (Rate+6%)

168665.13 Cu.m. 205771.46

Providing and fixing Country cut teak wood double or single leaf second class fully

panelled door shutter with 35mm thick style and rail with 25 mm thick panels with

openable fan light as per detailed drawings. Excluding the door frame 60mm x

100mm stainless steel fixtures and fastening and finishing the wood work with oil

painting 3 coats. (Excluding the door frame)

BD-T-7 and 8 Page

No. 481-82

7543.20 Sq.m.


7543.20 Sq.m. 75432.00

Providing and fixing solid core flush door shutter in single leaf 32 mm thick

decorative type of exterior grade as per detailed drawings approved face veneers 3

mm thick on both faces or as directed all necessary beads mouldings and lipping

wrought iron hold fasts chromium plated fixtures and fastenings with brass mortise

lock chromium plated handles on both sides and finishing with French Polish etc.

complete.

BD-T-34 Page No.

499

2426.55 Sq.m.

558 29.11 Ground floor 2426.55 Sq.m. 70627.16

559 20.29 1st floor - (Rate+1%) 2450.82 Sq.m. 49717.33

560 10.58 2nd floor - (Rate+2%) 2475.08 Sq.m. 26196.25

561 10.58 3rd floor - (Rate+3%) 2499.35 Sq.m. 26453.12

562 37.04 4th floor - (Rate+4%) 2523.61 Sq.m. 93484.61

563 35.72 5th floor - (Rate+4.5%) 2535.74 Sq.m. 90576.63

564 35.72 6th floor - (Rate+5%) 2547.88 Sq.m. 91010.27

565 40.57 7th floor - (Rate+5.5%) 2560.01 Sq.m. 103859.61

566 40.57 8th floor - (Rate+6%) 2572.14 Sq.m. 104351.72

Providing and fixing 34 mm thick moulded door shutter consisting of solid core

single leaf flush door of 30 mm thickness lipped with 15 mm ( 5mm x 3) thick x 30

mm width on one style and top rail and 10 mm (5mm x 2) thick x 30 mm width on

other style and bottom rails. The inner panels laminated with 2 mm thick termite

As directed

byEngineer incharge.

6024.90 Sq.m.

43

proof water proof and fire resistant moulded PVC sheet with 246 design in

different plain and /or prelim colours on one side after routing the moulded design

on flush doors and 2 mm plain and /or pre lam PVC on other side using rubber

adhesive on flush door and solvent cement adhesive on the PVC lipping etc. as per

direction of Engineer in charge and manufacturers specification and drawing etc.

complete.

567 52.70 Ground floor 6024.90 Sq.m. 317512.23

568 48.40 1st floor - (Rate+1%) 6085.15 Sq.m. 294521.26

569 15.33 2nd floor - (Rate+2%) 6145.40 Sq.m. 94178.26

570 15.33 3rd floor - (Rate+3%) 6205.65 Sq.m. 95101.59

571 72.66 4th floor - (Rate+4%) 6265.90 Sq.m. 455248.96

572 35.18 5th floor - (Rate+4.5%) 6296.02 Sq.m. 221462.50

573 35.18 6th floor - (Rate+5%) 6326.15 Sq.m. 222522.33

574 26.80 7th floor - (Rate+5.5%) 6356.27 Sq.m. 170322.61

575 26.80 8th floor - (Rate+6%) 6386.39 Sq.m. 171129.71

Providing and fixing rolling shutter fabricated from steel laths of minimum

thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5

mm angle section fitted with sliding bolts and handles for both sides deep M.S.

channel section of depth and thickness not less than 65 mm and 3.15 mm

respectively with hold fast arrangements M.S. Bracket plate 300 x 300 x 3.15 mm

minimum size and shape with square bar suspension shaft of minimum 32 mm

diameter hood cover of M.S. sheet not less than 0.9 mm thickness and of any size

at top and safety devices including mechanical gear operation arrangement

consisting of worm gear wheels and worms of high grade cast iron or mild steel

and one coat of red lead primer etc. complete. (I.S. 62481979) (With mechanical

gear)

BD-T-55 Page No.

510

4087.65 Sq.m.

576 519.93 Ground floor 4087.65 Sq.m. 2125283.69

Providing and fixing collapsible steel gate in one / two leaves with hot rolled

vertical channels of 18 x 9 x 3 mm minimum size crossings of M.S. flats of size 18

x 5 mm T or E section for runner of minimum 40 x 6 mm size for flange M.S. flat

for top runner of minimum size 40 x 12 mm with roller wheels confirming to grade

F.G. 150 fitted with snap headed rivets of minimum size 6 mm max. spacing of

BD-T-57 Page No.

511

2944.20 Sq.m.

44

vertical channels be 100 mm enclosed gate position and clear space of 150 mm

between two sets of crossings with hold fasts stoppers spaces handles locking

arrangement and one coat of red lead primer and oil painting etc. complete. (I.S.

105211983).

577 25.00 Ground floor 2944.20 Sq.m. 73605.00

Providing and fixing in position powder coated aluminium louvered windows /

ventilator of various sizes with powder coating as per detailed drawing and

specifications including aluminium frames 80 x 38 mm x 1.22 mm box type 5 mm

thick sheet glass louvers of approved quality etc. complete.

As directed by

Engineer in

charge.

2822.40 Sq.m.

578 26.08 Ground floor 2822.40 Sq.m. 73608.19

579 18.14 1st floor - (Rate+1%) 2850.62 Sq.m. 51710.25

580 2.84 2nd floor - (Rate+2%) 2878.85 Sq.m. 8175.93

581 2.84 3rd floor - (Rate+3%) 2907.07 Sq.m. 8256.08

582 9.64 4th floor - (Rate+4%) 2935.30 Sq.m. 28296.29

583 13.04 5th floor - (Rate+4.5%) 2949.41 Sq.m. 38460.31

584 13.04 6th floor - (Rate+5%) 2963.52 Sq.m. 38644.30

585 7.37 7th floor - (Rate+5.5%) 2977.63 Sq.m. 21945.13

586 7.37 8th floor - (Rate+6%) 2991.74 Sq.m. 22049.12

Providing and fixing in position aluminium fixed window fully glazed of any size

as per detailed drawing and as directed by Engineerincharge with all necessary

alluminium sections including necessary fixtures and fastening such as 5 mm thick

clear float glass etc. complete. a) Without powder coating. Note While arriving at

the rate of item of item weight at 6.90 kg/Sqm is considered.

As directed by

Engineer in

charge.

4179.00 Sq.m.

587 379.82 Ground floor 4179.00 Sq.m. 1587267.78

588 227.14 1st floor - (Rate+1%) 4220.79 Sq.m. 958710.24

589 58.75 2nd floor - (Rate+2%) 4262.58 Sq.m. 250426.58

590 139.78 3rd floor - (Rate+3%) 4304.37 Sq.m. 601664.84

591 120.98 4th floor - (Rate+4%) 4346.16 Sq.m. 525798.44

592 132.43 5th floor - (Rate+4.5%) 4367.06 Sq.m. 578329.76

593 132.48 6th floor - (Rate+5%) 4387.95 Sq.m. 581315.62

594 136.86 7th floor - (Rate+5.5%) 4408.85 Sq.m. 603395.21

595 145.88 8th floor - (Rate+6%) 4429.74 Sq.m. 646210.47

Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding As directed by 5072.55 Sq.m.

45

window of two tracks with rectangular pipe having overall dimension 63.50 x

38.10 x 1.02 mm at weight 0.547 kg/Rmt. and window frame bottom track section

61.85 x 31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side track section 61.85

x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The shutter should be of bearing

bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x

1.10 mm at weight

Engineer in

charge.

0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. and

top section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. As per detailed drawings

and as directed by Engineer in charge with all necessary Aluminium sections

fixtures and fastenings such as roller bearing in nylon casting and self locking catch

fitted in vertical section of shutter including 5 mm thick plain glass with all

required screws and nuts etc complete. With colour Anodising with box.

596 8.86 Ground floor 5072.55 Sq.m. 44942.79

597 22.95 1st floor - (Rate+1%) 5123.28 117579.28

598 9.48 2nd floor - (Rate+2%) 5174.00 Sq.m. 49049.52

599 9.48 3rd floor - (Rate+3%) 5224.73 Sq.m. 49530.44

600 22.50 4th floor - (Rate+4%) 5275.45 Sq.m. 118697.63

601 12.20 5th floor - (Rate+4.5%) 5300.81 Sq.m. 64669.88

602 12.20 6th floor - (Rate+5%) 5326.18 Sq.m. 64979.40

603 18.84 7th floor - (Rate+5.5%) 5351.54 Sq.m. 100823.01

604 18.84 8th floor - (Rate+6%) 5376.90 Sq.m. 101300.80

Providing and fixing in position (as per 1868 / 1982) Alluminium sliding window

of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 kg/Rmt.

with window frame bottom track section 92 x 31.75 x 1.30 mm at weight 1.070

kg/Rmt.. Top and side track section 92 x 31.75 x 1.30 mm at weight 0.933 kg/Rmt.

The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417

kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. and

handle and top section 40 x 18 x 1.25 mm at weight o.417 kg/Rmt. As per detailed

drawings and as directed by Engineerincharge with all necessary Aluminium

sections fixtures and fastenings such as roller bearing in nylon casting and self

locking catch fitted in vertical section of shutter including 5 mm thick plain glass

and aluminium mosquito net shutter with stainless steel jail with all required

screws and nuts etc complete. With colour Anodising with box

As directed


5133.45 Sq.m.

46

605 95.57 Ground floor 5133.45 Sq.m. 490603.82

606 236.36 1st floor - (Rate+1%) 5184.78 Sq.m. 1225474.60

607 50.01 2nd floor - (Rate+2%) 5236.12 Sq.m. 261858.36

608 52.91 3rd floor - (Rate+3%) 5287.45 Sq.m. 279758.98

609 99.90 4th floor - (Rate+4%) 5338.79 Sq.m. 533345.12

610 219.52 5th floor - (Rate+4.5%) 5364.46 Sq.m. 1177606.26

611 308.03 6th floor - (Rate+5%) 5390.12 Sq.m. 1660318.66

612 431.98 7th floor - (Rate+5.5%) 5415.79 Sq.m. 2339512.96

613 574.23 8th floor - (Rate+6%)

5441.46 Sq.m. 3124649.58

Supplying and fixing in position Aluminium extruded section Four track sliding

windows upto 1.2 metre height outer frame made from section of over all size 80

mm x 45 mm bottom section with or without drain section track weighing 0.90 kg

per metre and top and side section weighing 0.838 kg per running metre with

shutter or sections made of 19 mm x 40 mm size having average weight of 0.6 kg

per running metre(or as required size) with change in proportionate weightwith

5.00 mm selected quality plain sheet glass fixed with new neoprene gasket shutters

to be provided with nylon encased tainless rollers necessary locks and handles

complete.

As directed by

Engineer in

charge.

5344.50 Sq.m.

614 8.40 Ground floor 5344.50 Sq.m. 44893.80

615 29.28 1st floor - (Rate+1%) 5397.95 Sq.m. 158051.98

616 6.37 2nd floor - (Rate+2%) 5451.39 Sq.m. 34725.35

617 47.09 3rd floor - (Rate+3%) 5504.84 Sq.m. 259222.92

618 54.22 4th floor - (Rate+4%) 5558.28 Sq.m. 301369.94

619 49.63 5th floor - (Rate+4.5%) 5585.00 Sq.m. 277183.55

620 49.63 6th floor - (Rate+5%) 5611.73 Sq.m. 278510.16

621 66.57 7th floor - (Rate+5.5%) 5638.45 Sq.m. 375351.62

622 66.57 8th floor - (Rate+6%) 5665.17 Sq.m. 377130.37

Providing and fixing in position Double shuttered aluminium extruded powder

coated openable door of specified size with aluminium door frame of powder

coated section 101.60 x 44.75mm 3.18 mm thick and shutter comprising of

powder coated section having bottom and lock rail of size 150 mm x 44.5 mm x

As directed by

Engineer in

charge.

6871.20 Sq.m.

47

3.00 mm thick top rails 47.62 x 44.45 mm x 3.00 mm thick vertical style 47.62 x

44.45 mm 3.00 mm thick and for shutter plain glass panes 5 mm thick for top

panels and 12mm thick both side laminated phenol bonded particle board panels

for bottom panels etc. I.S.I. mark heavy duty Hydraulic floor spring of 150 kg

capacity having heavy duty concealed lock necessary beading glazing clips PVC

gaskets 250mm length aluminium tower bolts 150mm dia. pad handle etc. as per

detailed design and drawing or as directed by engineer in charge including all

materials labours and equipment etc.complete

623 3.97 1st floor - (Rate+1%) 6939.91 Sq.m. 27551.44

624 7.94 2nd floor - (Rate+2%) 7008.62 Sq.m. 55634.43

625 7.94 3rd floor - (Rate+3%) 7077.34 Sq.m. 56179.92

626 7.94 4th floor - (Rate+4%) 7146.05 Sq.m. 56725.34

627 3.97 5th floor - (Rate+4.5%) 7180.40 Sq.m. 28499.01

628 3.97 6th floor - (Rate+5%) 7214.76 Sq.m. 28635.38

629 7.94 7th floor - (Rate+5.5%) 7249.12 Sq.m. 57543.51

630 7.94 8th floor - (Rate+6%) 7283.47 Sq.m. 57816.18

Providing and fixing in position Single shuttered aluminium extruded powder

coated openable door of overall size 0.90 m x 2.40 m with aluminium door frame

of powder coated section 101.60 x 44.75mm 3.18 mm thick and shutter

comprising of powder coated section having bottom and lock rail of size 150 mm x

44.5 mm x 3.00 mm thick top rails 47.62 x 44.45 mm x 3.00 mm thick vertical

style 47.62 x 44.45 mm 3.00 mm thick and for shutter plain glass panes 5 mm thick

for top panels and 12mm thick both side laminated phenol bonded particle board

panels for bottom panels etc. I.S.I. mark heavy duty Hydraulic floor spring of 150

kg capacity having heavy duty concealed lock necessary beading glazing clips

PVC gaskets 250mm length tower bolts 150mm diam. pad handle etc. as per

detailed design and drawing or as directed by engineer in charge including all

materials labours and equipment etc.Complete

As directed


7752.15 Sq.m.

631 5.67 3rd floor - (Rate+3%) 7984.71 Sq.m. 45273.31

FIRE DOORS

2 Hour Insulated Flame Smoke Radiation check Lead Lined Fire Door 57mm 2HR

FRL (120/120) 3 Criteria - INTEGRITY / INSULATION/ STABILITY WOODEN

DOOR - Fire Door Tested in accordance to IS: 3614 Part 2. with prior approval of

48

concerned Superitending Engineer.

Providing of Tufwud make 120 min Fire rated lead lined doors system duly tested

for 3 criteria - Integrity Insulation and Stability Criteria as per the IS: 3614 Part 2

and BS: 476 part 22 with standard heating conditions as specified in IS:3614 Part II

1992 and BS: 476 part 20 & 22 1987 to achieve the required integrity insulation

and stability (i.e. to restrict the heat radiation temperature rise on the non fire side

to the maximum of 140° C above the ambient temperature on the exposed surface

of the shutter. The fire doors are tested with NCBN technology ("Non Combustible

by Nature"). Lead lined to check radiation. Code No; 2 Hour Insulated Flame

Smoke Radiation check Lead Lined Fire Door 57mm 2HR FRL (120/120) 3

Criteria - INTEGRITY / INSULATION/ STABILITY WOODEN DOOR - Fire

Door Tested in accordance to IS: 3614 Part 2.

a) Door Frame: Providing Frames for Lead Lined Fire resistant door shutters 1st

class Malaysian Hardwood Frame densified and pressure treated with fire retardant

chemicals in vacuum impregnation vessel under 160 PSI pressure as per IS:401and

kiln seasoned to moisture below 15% as per IS:1141 of section 140 X 70 mm with

45mm thick two layered 3mm Lead Line Sheets with 10mm overlap from either

side & spray quoted with 2 coats of In tumescent paint of minimum 200 micron

with 1 row of Brush- Type Astroflame® intumescent strip (imported) of size

10mmx4mm concealed in the groove of the Frame for fire and hot and cold smoke

sealing etc. complete as per direction of Engineer in Charge

2430.65 Rmt -

632 11.97 Ground floor 2430.65 Rmt 29094.88

633 23.94 1st floor - (Rate+1%) 2454.96 Rmt 58771.74

634 23.94 2nd floor - (Rate+2%)

2479.26 Rmt 59353.48

635 23.94 3rd floor - (Rate+3%) 2503.57 Rmt 59935.47

636 23.94 4th floor - (Rate+4%) 2527.88 Rmt 60517.45

637 28.35 5th floor - (Rate+4.5%) 2540.03 Rmt 72009.85

638 17.01 6th floor - (Rate+5%) 2552.18 Rmt 43412.58

639 22.47 7th floor - (Rate+5.5%) 2564.34 Rmt 57620.72

640 17.01 8th floor - (Rate+6%) 2576.49 Rmt 43826.09

641 17.01 9th floor - (Rate+6.5%)

2588.64 Rmt 44032.77

49

b) Shutter: Providing of 57mm thick asbestos free composite'TUFWUD' brand - 3

criteria - fire heat and smoke check Lead Lined Door Shutter with flame guard of

120 minutes IS3614 part -II comprising of 2x9mm Calcium Silicate boards

Chemical treated internal timber with Fire retardant chemicals in pressure

impregnation vessels under 160 PSI pressure as per IS:401and kiln seasoned

tomoisture below 15% as per IS:1141 frame work of 100x30 mm with 30mm thick

infill of ceramic fibre (density 128 Kgs/CMT) vermiculite mix 3mm thick Lead

Sheet on one side faced & 3mm Fire retardant High Density Fibreboard internally

lipped with hardwood beading and pasted in Hydraulic Press under 50 tonnes

pressure spray quotedwith 2 coats of Intumescent paint of minimum 300 micron

and with 1row of Brush- Type Astroflame® intumescent strip (imported) of

size10mmx4mm concealed for fire and smoke sealing in the grooves in the shutter

on all edges except bottom without any external lipping.

17630.24 Sq.m.

642 9.26 Ground floor 17630.24 Sq.m. 163273.65

643 13.23 1st floor - (Rate+1%) 17806.54 Sq.m. 235580.52

644 13.23 2nd floor - (Rate+2%) 17982.84 Sq.m. 237912.97

645 13.23 3rd floor - (Rate+3%) 18159.15 Sq.m. 240245.55

646 13.23 4th floor - (Rate+4%) 18335.45 Sq.m. 242578.00

647 13.23 5th floor - (Rate+4.5%) 18423.60 Sq.m. 243744.23

648 7.94 6th floor - (Rate+5%) 18511.75 Sq.m. 146946.27

649 10.14 7th floor - (Rate+5.5%) 18599.90 Sq.m. 188658.79

650 7.94 8th floor - (Rate+6%) 18688.05 Sq.m. 148345.74

651 7.94 9th floor - (Rate+6.5%)

18776.21 Sq.m. 149045.55

Providing and fixing 900mm high S.S.304 Grade Stainless steel railing with 40mm

diameter and 1.5mm thick at top40mm diameter and 1.5mm thick vertical supports

spaced at 1.5m center to center and 8mm thick toughened glass including

fabricating fixtures errecting

necessary welding grinding finishing buffing to stainless steel pipe etc. complete

As directed by

Engineer in

charge

3819.90 Sq.m.


3819.90 Sq.m. 755232.43

50

653 37.82 1st floor - (Rate+1%) 3858.10 Sq.m. 145913.34

654 37.82 2nd floor - (Rate+2%) 3896.30 Sq.m. 147358.07

655 37.82 3rd floor - (Rate+3%) 3934.50 Sq.m. 148802.79

656 64.25 4th floor - (Rate+4%) 3972.70 Sq.m. 255245.98

657 28.28 5th floor - (Rate+4.5%) 3991.80 Sq.m. 112888.10

658 19.9 6th floor - (Rate+5%) 4010.90 Sq.m. 79816.91

659 19.9 7th floor - (Rate+5.5%) 4029.99 Sq.m. 80196.80

660 19.9 8th floor - (Rate+6%) 4049.09 Sq.m. 80576.89

661 9.95 9th floor - (Rate+6.5%) 4068.19 Sq.m. 40478.49

Providing and fixing 40mm diameter and 1.5mm thick Stainless steel hand railing

in S.S.304 Grade including fabricating fixtures errecting necessary welding

grinding finishing buffing to stainless steel pipe etc. complete

As directed by

Engineer in

charge

2793.00 Rmt

662 288.55 4th floor - (Rate+4%) 2904.72 Rmt 838156.96

663 154.31 5th floor - (Rate+4.5%) 2918.69 Rmt 450383.05

664 59.04 7th floor - (Rate+5.5%)

2946.62 Rmt 173968.44

SITE CLEARING AND ROAD WORK

Cutting down trees including trunks and branches with girths above 30cm to 60cm

and stacking the materials neatly with all lifts and lead of 1000m as

directed and earth filling in the depression / pit if any.

MORTH 201 388.50 Nos. -

665 10 Ground floor + First floor 388.50 Nos. 3885.00

Cutting down trees including trunks and branches with girths above 60cm to 90cm

and stacking the materials neatly with all lifts and lead of 1000m.

as directed and earth filling in the depression/pit if any.

MORTH 201 648.90 Nos. -

666 10 Ground floor + First floor 648.90 Nos. 6489.00

Clearing and grubbing road land including uprooting rank vegetation grass bushes

shrubs saplings and trees girth up to 300 mm removal of stumps of trees cut earlier

and disposal of unserviceable materials and stacking of serviceable material to be

used or auctioned up to a lead of 1000 metres including removal and disposal of

top organic soil not exceeding 150 mm in thickness..

MORTH 201 9.45 Nos. -

51

667 9989.18 Ground floor + First floor 9.45 Nos. 94397.75

Construction of granular sub-base by providing close graded Material mixing in a

mechanical mix plant at OMC carriage of mixed Material to work site spreading in

uniform layers with motor grader/ Paver on prepared surface and compacting with

vibratory roller to achieve the desired density complete as per clause 401 -- Plant

Mix Method and Grading - I Material

MORTH 401 1998.10 Nos. -

668 940.01 Ground floor + First floor 1998.10 Nos. 1878233.98

Providing and laying in-situ M40 Grade unreinforced plain cement concrete

pavement over a prepared sub base with 43 grade cement coarse and fine

aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS

383 using fine and coarse aggregates combined gradation as per Table 600-3 of

MORTH Specification 2013 mixed in a batching and mixing plant/ non tilting

mixer and Weigh batcher as per approved mix design admixtures transporting to

site spreading laying with approved make paver compacted and finished in a

continuous operation finishing to lines and grades as directed by Engineer-in-

charge and curing by curing compound /by providing cement vata in cement

Mortar 1:8 @0.6m X 0.6m centre to centre admeasuring 80 mm at bottom and 40

mm at top with depth of 75mm and maintaining the same throughout curing period

by any other method approved by Engineer-in-charge.

MORTH 602 6657.90 Cu.mt

669 1880.03 Ground floor + First floor 6657.90 Cu.mt 12517051.74

Providing and fixing in position TMT FE 500 32 mm dia dowel bars precoated

with anticorrosive epoxy paint of required Dia. 60 cms. Long and at

30.00 cm. C/C and wherever directed including handling straightening necessary

cutting supported by TMT FE 500 chairs with proper alignment by

using properly designed assembly of Bulkheads lubricating half length with

bituminous paint as directed etc. complete.

RD 400.05 Number

670 1098.00 Ground floor + First floor 400.05 Number 439254.90

Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm . .in concrete

slab using concrete cutting machine with diamond studded saw within 48 hours of

casting of bay / slab etc. complete including subsequent widening of the groove 8

to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge.

RD 68.25 Rmt.

52

671 1235.12 Ground floor + First floor 68.25 Rmt. 84296.94

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to

BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of

specified size and shape as per detailed drawing including fixing Polyethylene

foam backer rod of required diameter (appraox. 25% larger than the initial 3 mm.to

4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item

includes cleaning the joints with water jet / air compressor and allowing joint to

become thoroughly dry before sealent is applied and applying primer.(A)

Contraction and longitudinal joints (15 mm. deep x 8 mm.wide)

RD 141.75 Rmt.

672 1235.12 Ground floor + First floor 141.75 Rmt. 175078.26

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing

Glass Beads on Bituminous Surface- Providing and laying of hot applied

thermoplastic compound 2.5 mm thick including eflectorizing glass beads @ 250

gms per sqm area thickness of 2.5 mm is exclusive of surface

applied glass beads as per IRC:35 .The finished surface to be level uniform

and free from streaks and holes.complete.

MORTH 803.4 594.30 Sq.m.

673 98.81 Ground floor + First floor 594.30 Sq.m. 58722.78

Providing and laying a woven Polypropylene Geotextile of Type-I manufactured

from black UV stabilised Polypropylene Tape yarn on the prepared subgrade as the

separator cum reinforcement with necessary overlap as per drawing.( For use this

item SE/CE permission is obligatory.)

MORTH 702 134.40 Sq.m.

674 2480.23 Ground floor + First floor 134.40 Sq.m. 333342.91

Providing and casting in situ or precast tapering R.C.C. M-20 Semi Barrier type

Kerb with gutter ( as per IRC 86 1983) embedded 125mm below ground level over

M-10 PCC finished neatly with C.M. 1:2 setting the same in C.M. 1:2 including the

required excavation in any strata and removing the excavated stuff any where in

city and redoing the surface as specified and directed by Engineering In-charge.

Using Concrete Batching and Mixing Plant

MORTH 408 658.35 Rmt. -

675 1002.91 Ground floor + First floor

658.35 Rmt. 660265.80

53

CEILING AREA

Providing and fixing false ceiling with eco-friendly light-weight calcium silicate

tiles of spintone surface texture aerolite make or equivalent of size 595mm x

595mm having 15mm thick densified micro look edge and 100% humidity

resistance incombustible as per BS 46part IV and thermal conductivity 0.043 w/m

0 KC and NRC 0.50 placed in true horizontal level suspended grid of size

600x600mm made from hot dipped G.I. steel sections ion silhouette profile rotary

stitched double webbed white with 6mm reveal profile (white/black) wherein main

T runner of size 42mmx14mm between main tee 600mm center- tocenter and

secondary cross T of size 33x14x0.43mm thick of length 600mm long spaced inter-

locked at middle of the first crossed T in each panel to form grid of

1200mmx600mm resting on periphery wall Profile wall section 19mm (7+7) x

19mmx0.40thicknesses and laying false ceiling for services like diffusers grills

including cutting making opening for light fittings fixtures smoke detectors etc.

wherever required. Main T runners suspended from ceiling with using G.I. soffit

cleats of size 25x35x1.6 mm of required length fixed to the ceiling with 6mm dia

and 50mm long dash fastener 4mm dia G.I. adjustable rods with powder-

coated/good quality G.I. level adjustment clips of 35x35x0.8mm spaced @1200

center-to-center along main T all

As directed

byEngineer incharge

2096.85 Sq.m.

676 3106.45 Ground floor 2096.85 Sq.m. 6513759.68

677 146.83 1st floor - (Rate+1%) 2117.82 Sq.m. 310959.51

678 146.83 2nd floor - (Rate+2%) 2138.79 Sq.m. 314038.54

679 1026.67 3rd floor - (Rate+3%) 2159.76 Sq.m. 2217360.80

680 416.56 4th floor - (Rate+4%) 2180.72 Sq.m. 908400.72

681 212.17 5th floor - (Rate+4.5%) 2191.21 Sq.m. 464909.03

682 212.17 6th floor - (Rate+5%) 2201.69 Sq.m. 467132.57

683 146.83 7th floor - (Rate+5.5%) 2212.18 Sq.m. 324814.39

684 146.83 8th floor - (Rate+6%) 2222.66 Sq.m. 326353.17

685 15.00 9th floor - (Rate+6.5%) 2233.15 Sq.m. 33497.25

Providing and Fixing Soft Fibre Acoustical Suspended Ceiling System with Optra

(Bevelled Tegular) Edge Tiles of size 15mm Exposed Grid. The tiles should have

Humidity Resistance (RH) of 95% NRC 0.9 - 1.0 Light Reflectance ?85% Colour

As directed

byEngineer incharge

2345.70 Sq.m.

54

White Fire Performance UK Class 0 / Class 1 (BS 476 pt - 6 &7) in module size of

600 x 600 x 15mm suitable for Green Building application with Recycled content

of 66% GW and 74% RW. The tile shall be laid on precoated G.I channel 32 with

15 mm wide T - section flanges colour white having rotary stitching on all T

sections i.e. the Main Runner 1200 mm and 600 mm Cross Tees with a web height

of 32 mm and a load carrying capacity of 7 Kgs/M2 with a minimum pull out

strength of 100 kgs. The T Sections have a Galvanizing of 90 grams per M2 and

need to be installed with Suspension system The Tile and Grid system used

together should carry a 10 year warranty. products approved as per GRIHA and

BS 476 etc. complete.

686 25 Ground floor 2345.70 Sq.m. 58642.50

687 25 1st floor - (Rate+1%) 2369.16 Sq.m. 59229.00

688 25 2nd floor - (Rate+2%) 2392.61 Sq.m. 59815.25

689 25 3rd floor - (Rate+3%) 2416.07 Sq.m. 60401.75

690 25 4th floor - (Rate+4%) 2439.53 Sq.m. 60988.25

691 25 5th floor - (Rate+4.5%) 2451.26 Sq.m. 61281.50

692 25 6th floor - (Rate+5%) 2462.99 Sq.m. 61574.75

693 1510.3 7th floor - (Rate+5.5%) 2474.71 Sq.m. 3737554.51

694 1510.3 8th floor - (Rate+6%) 2486.44 Sq.m. 3755270.33

695 15 9th floor - (Rate+6.5%)

2498.17 Sq.m. 37472.55

SPECIAL MEMBRANE WATER PROOFING TREATMENT FOR

SWIMMING POOL :

696 1866.39 Waterproofing treatment to swimming pool with Integritank cold applied MMA

resin based robust spray applied elastomeric seamless membrane to be executed by

Nina Concrete Systems Pvt. Ltd. or approved equivalent. (Warranty - 20 years)

As directed

byEngineer incharge

3960.00 Sqm. 7390904.40

A waterproofing / tanking membrane system shall be applied to the swimming pool

floor slab & on vertical surface of walls in order to prevent water from penetrating

into the structure and to prevent the deterioration of the fabric of the structure

The Integritank waterproofing membrane shall be a 2.0mm thick (minimum) cold

applied elastomeric seamless liquid membrane applied in two coats of contrasting

colours. All components of the system shall be suitable for use in permanently

buried as well as exposed locations and those that may be constantly immersed in

55

water and subjected to traffic movement.

Bitumen based materials or those that include isocyanates or other sensitising

materials will not be permitted for use.

Physical Properties:

Tensile Strength > 10 Mpa

Elongation at Break 130%

Tear Strength 70 N/mm

Hardness > 55 (Shore D) (ISO 868:1985)

Dimensional Stability < + 0.25%

(MOAT 27:5.1.6.1 1983)

Tensile Adhesion (BS EN ISO 4624:2003)

Concrete substrate > 0.3 Mpa

Water Vapour Resistance at 25 degree C 75% RH < 70 MNs/g (BS 3177:1959)

Substrate Preparation:The substrate must be prepared in strict accordance

with the manufacturers recommendations.

Application:

Having prepared and primed the substrate the Integritank membrane shall be

applied in two separate coats of contrasting colours and in accordance with the

manufacturer’s instructions.

The tanking membrane shall be of a thixotropic nature and be cold spray applied to

ensure consistent thicknesses are achieved over all substrate irregularities.

The materials used must be based upon resin systems that do not react with

moisture although the substrate should be dry during application.

The components of the system shall be suitable for application at sub-zero

temperatures provided that the substrate is above the dew point temperature. The

manufacturer should also confirm that all components will be ready to receive the

next layer within two hours of application at 0°C and after any length of time

without reducing the intercoat adhesion.

All components of the system should be resistant to rain 20 minutes after

application. This clause may not be set aside by the provision of temporary

protection of the works such as tenting.

Following substrate preparation and before application of the primer tests shall be

carried out in accordance with BS EN 4624: 2003 on random areas agreed with the

56

Engineer to assess the adhesive strength of the cured primer and membrane to the

substrate.

Three tests will be carried out per 500m2 subject to a minimum of six tests for any

structure to be treated. A minimum tensile adhesion value of 0.3 N/mm2 on

concrete and 2.0 N/mm2 on steel should be achieved. The Integritank membrane is

also resistant to roots.

The membrane wet film thickness should be checked every 10m2 during

application of each layer using a pin or comb gauge to ensure a minimum wet film

thickness of 1.25mm is achieved. This will ensure a minimum dry film thickness of

2.0mm is achieved on the peaks of ridged concrete once both layers have been

applied

The cured finished surface of each membrane layer should be examined and any

defects made good prior to proceeding with the works.

The second membrane layer should be integrity tested using non-destructive high

voltage electronic holiday detection equipment operating at a test voltage of 8 kV.

Waterproofing treatment to swimming pool Deck Area to be executed by Nina

Concrete Systems Pvt. Ltd. or approved equivalent (Warranty - 20 years)

Liquid applied elastomeric seamless membrane As directed by

Engineer in

charge

697 1424.03 Cleaning the surface and providing and applying one coat of water based epoxy

based primer followed by “Cromproof Wetite” SBR based water borne liquid

applied elastomeric seamless waterproof membrane having non toxic properties

applied in 2 coats at a total consumption of 1.00 litre per Sq.Mt. applied on the

floor and on the walls. Cromproof Wetite has been tested for compatibility with

drinking water and has over 350% elongation properties with a special keyed finish

to allow subsequent tiles to be directly installed over it with suitable adhesive.

Cromproof Wetite has a tensile strength of 0.48 Mpa as per ASTM B412-87 and

has adhesion strength with concrete of 1.2 Mpa as per ASTM B 4541-93.

1260.00 Sqm. 1794277.80

698 1424.03 Providing and laying protective screed layers of average 75 mm thick in cement

mortar (1:4) including Proofsol LWP integral waterproofing admixture @ 100 ml

per bag of cement and Fibermesh Stealth e3 100% virgin polypropylene fibers @

As directed by

Engineer in

charge

750.00 Sqm. 1068022.50

57

125 gm per bag of cement well compacted to a float finish curing for 7 days etc.

complete.

POLYCARBONATE SHEET 16MM STANDING SEAM CANOPY ON

STADIA

699 257.41 Supply and installation of 16 mm Standing seam multicell polycarbonate sheet

along with fixing of all related accessories.

As directed by

Engineer in

charge

4037.00 Sqm. 1039164.17

700 8000.00 M. S fabrication and erection work including bending 2 coats of primer and enamel

paint base plate etc. along with M. S box pipe

As directed

byEngineer incharge

125.00 Kg. 1000000.00

BUCKET TYPE CHAIRS

701 485.00 Supply & installation of Blow Moulded Bucket Type Stadium Seat Seating

System.

As directed by

Engineer in

charge

1800.00 Nos. 873000.00

* Seat & Back: HDPE (Blow Moulding)

* Fixing : Mechanical Anchor Hilti Make

* Moulded: Moulded From UV Resistant With Fire Retardant Additivesto 180 Kilo

Langley Rating.

* Fastening : Tamper Proof Fastenings

* Backrest : Flexible Upper Back and Solid Lower Back To Provide Exceptional

support and Avoids Concentrated Pressure Points.

* Strength & Durability : The Seat Has Been Designed To Pass The Most

Demanding Standards And comes with a Five Years Guarantee.

* Ergonomic : Seat Conforms to The Preferred Posture And Supports Movement as

Supported By Ergonomic Studies.

* Standards : Seat Designed is Maintenance Free and has been tested to

International Standards.

* Perforations : Perforations in the seat base and back minimize water entrapment

and provide ventilation for those hot summer days.

* Understructure : Made with 38 x 38 x 1.2mm Thick CRC Tube Duly Powder

Coated.

Mounting : Vertical Mounted Understructure Fixing : Mechanical Anchor Hilti

Make

58

DECKING PROFILE

702 50.00 Providing and Fixing Zinc Galvanised Steel shallow composite floor Decking

Profile of 1.20mm thick having minimum yield stress and 350N/mm nad

minimum zinc coating mass etc complete

As directed by

Engineer in

charge

70.35 Kg. 3517.50

TENSILE CONICAL STRUCTURE

703 264.60 Tensile Conical Structure ( citadel building system pvt. Ltd.) As directed by

Engineer in

charge

5921.00 Sq.m. 1566696.60

STRUCTURAL FRAME- Mild steel based with final coat of enamel paint finish

(brand: Apollo)

Advantage: Corrosion and Rust Proof Structure

ROOF-TOP FABRIC

Flex light perform 502 S2 (590 gsm) white colour (brand: Ferrari)

Overview:

Flexlight Perform 502 S2 offer a very high level of translucency for unrivalled

weight/mechanical and

aesthetic performance. S2 varnish and Low Wick treatment ensure lasting

whiteness and resistance to the

most demanding environments (dust pollution UV etc.). These Type 1 fireproof

fabrics offer optimal

security for the public.

TOTAL OF CIVIL WORK =

(Carry forward to Summary page)

982609572.20

PART - II COST OF CIVILWORK (C.P.W.D. ITEMS)

704 738.00 Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test

method in accordance with IS 14893 including surface preparation of pile top by

removing soil mud dust & chipping lean concrete lumps etc. and use of

computerised equipment and high skill trained personal for conducting the test &

submission of results all complete as per direction of Engineer-in-charge.

As directed by

Engineer In Charge

750.95 No. 554201.10

59

705 5.00 Cyclic vertical load testing of pile in accordance with IS Code of practice IS: 2911

(part IV) by Kentledge method including preparation of pile head etc for.Above 50

tonne and upto 100 tonne Safe capacity pile

As directed by

Engineer In Charge

26714.50 No. 133572.50

706 3473.68 Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20

mm x 20 mm x 4 mm in all colour design fixing in approved design. The glass

mosaic tiles shall be fixed on the wall surface with the help of approved adhesive

applied at the rate of 2.5 kg per sqm and grouting of the same. All completed as per

direction of Engineer-in-charge.

As directed by

Engineer In Charge

1603.75 No. 5570914.30

707 1497.41 38 mm thick wood block flooring of first class teak wood laid over 25 mm thick

leveling layer of cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 10 mm nominal size) to be paid eparately coated with a thin layer of hot

bitumen penetration 80/25 (blown type) @ 2.45 kg per sqm including fixing blocks

in position after dipping in hot bitumen (blown type) up to half depth planed

levelled smooth and finished complete.

As directed by

Engineer in

charge.

7266.95 Sqm 10881603.60

708 68.04 Providing and fixing 12 mm thick frameless toughened glass door shutter of

approved brand and manufacture including providing and fixing top & bottom

pivot & spring type fixing arrangement and making necessary holes etc. for fixing

required door fittings all complete.

As directed by

Engineer in

charge.

4608.85 Sq.m. 313586.15

STRUCTURAL GLAZING AND ALUMINIUM COMPOSITE PANEL

WORK

709 4738.78 Designing fabricating testing installing and fixing in position Curtain Wall with

Aluminium Composite Panel Cladding with open grooves for linear as well as

curvilinear portions of the building for all heights and all levels etc. including:

As directed by

Engineer in

charge.

3405.90 Sqm 16139810.80

a) Structural analysis & design and preparation of shop drawings for pressure

equalization or rain screen principle as required proper drainage of water to make

it watertight including checking of all the structural and functional design.

b) Providing fabricating and supplying and fixing panels of aluminium composite

panel cladding in pan shape in metalic colour of approved shades made out of 4mm

thick aluminium composite panel material consisting of 3mm thick FR grade

mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The

aluminium composite panel cladding sheet shall be coil coated with Kynar 500

60

based PVDF / Lumiflon based fluoropolymer resin coating of approved colour

and shade on face # 1 and polymer (Service) coating on face # 2 as specified using

stainless steel screws nuts bolts washers cleats weather silicone sealant backer rods

etc.

c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip

Galvanised with serrations and serrated washers to arrest the wind load movement

fasteners SS 316 Pins and anchor bolts of approved make in SS 316 Nylon

separators to prevent bi-metallic contacts all complete required to perform as per

specification and drawing The item includes

cost of all material & labour component the cost of all mock ups at site cost of all

samples of the individual components for testing in an approved laboratory field

tests on the assembled working curtain wall with aluminium composite panel

cladding cleaning and protection of the curtain wall with aluminium composite

panel cladding till the handing over of the building for occupation. Base frame

work for ACP cladding is payable under the relevant aluminium item.s The

Contractor shall provide curtain wall with aluminium composite panel cladding

having all the performance

characteristics all complete as per the Architectural drawings as per item

description as specified as per the approved shop drawings and as directed by the

Engineer-in-Charge. However for the purpose of payment only the actual area on

the external face of the curtain wall with Aluminum Composite Panel Cladding

(including width of groove) shall be measured in sqm. up to two decimal places.

710 197092.41 Providing and supplying aluminium extruded tubular and other aluminium

sections as per the architectural drawings and approved shop drawings the

aluminium quality as per grade 6063 T5 or T6 as per BS 1474including super

durable powder coating of 60-80microns conforming to AAMA 2604 of required

colour and shade as approved by the Engineer-in-Charge. (The item includes cost

of material such as cleats sleeves screws etc. necessary for fabrication of

extruded aluminium frame work. Nothing extra shall be paid on this account).

As directed


338.25 Kg. 66666507.68

711 3479.97 Designing fabricating testing protection installing and fixing in position semi (grid)

unitized system of structural glazing (with open joints) for linear as well as

curvilinear portions of the building for all heights and all levels including:

As directed by

Engineer in

charge.

2409.90 Sqm 8386379.70

a) Structural analysis & design and preparation of shop drawings for the specified

61

design loads conforming to IS 875 part III (the system must passed the proof test at

1.5 times design wind pressure without any failure) including functional design of

the aluminum sections for fixing glazing panels of various thicknesses aluminium

cleats sleeves and splice plates etc. gaskets screws toggles nuts bolts clamps etc.

structural and weather silicone sealants flashings fire stop (barrier)- cum-smoke

seals microwave cured EPDM gaskets for water tightness pressure equalisation &

drainage and protection against fire hazard including:

b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of

6005 T5 brackets of required sizes sections and profiles etc. to accommodate 3

Dimentional movement for achieving perfect verticality and fixing structural

glazing system rigidly to the RCC/ masonry/structural steel framework of

building structure using stainless steel anchor fasteners/ bolts nylon seperator to

prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316

of the required capacity and in required numbers.

c) Providing and filling two part pump filled structural silicone sealant and one part

weather silicone sealant compatible with the structural silicone sealant of required

bite size in a clean and controlled factory / work shop environment including

double sided spacer tape setting blocks and backer rod all of approved grade brand

and manufacture as per the approved sealant design within and all around the

perimeter for holding glass.

d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick

and of sizes shapes and profiles as required as per the site conditions to seal the gap

between the building structure and all its interfaces with curtain glazing to make it

watertight.

e) Making provision for drainage of moisture/ water that enters the curtain glazing

system to make it watertight by incorporating principles of pressure equalization

providing suitable gutter profiles at bottom (if required) making necessary holes of

required sizes and of required numbers etc. complete. This item includes cost

of all inputs of designing labour for fabricating and installation of aluminium grid

installation of glazed units T&P scaffolding and other incidental charges including

wastages etc. enabling temporary structures and services cranes or cradles etc. as

described above and as specified. The item includes the cost of getting all the

structural and functional design including shop drawings checked by a

62

structural designer dully approved by Engineer-in-charge. The item also includes

the cost of all mock ups at site cost of all samples of the individual components for

testing in an approved laboratory field tests on the assembled working structural

glazing as specified cleaning and protection till the handing over of the building for

occupation. In the end the Contractor shall provide a water tight structural glazing

having all the performance characteristics etc. all complete as required as per the

Architectural drawings as per item description as specified as per the approved

shop drawings and as directed by the Engineerin-Charge.

Note:- 1. The cost of providing extruded aluminium frames shadow boxes extruded

aluminium section capping for fixing in the grooves of the curtain glazing and

vermin proof stainless steel wire mesh shall be paid for separately

under relevant items under this subhead. However for the purpose of payment only

the actual area of structural glazing (including width of grooves ) on the external

face shall be measured in sqm. up to two decimal places.

Note:-2. The following performance test are to be conducted on structural glazing

system if area of structural glazing exceeds 2500 Sqm from the certified

laboratories accreditated by NABL(National Accreditation Board for Testing and

Calibration Laboratories) Department of Science & Technologies India. Cost of

testing is payable separately. The NIT approving authority will decide the necessity

of testing on the basis of cost of the work cost of the test and importance of the

work. Performance Testing of Structural glazing system Tests to be conducted

in the NBL Certified laboratories

1. Performance Laboratory Test for Air Leakage Test (-50pa to – 300pa) & (+50pa

to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to

200 mVhr”

2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331- 09 testing

method for a range up to 2000 ml.”

3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing

method for a range upto 2000 ml”

4. Structural Performance Deflection and deformation by static air pressure test

(1.5 times desing wind pressure without any failure) as per ASTME- 330-10 testing

method for a range upto 50 mm”

5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method

63

for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage

for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml”

712 3131.97 Providing assembling and supplying vision glass panels (IGUs) comprising of

hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units

of size and shape as required and specified comprising of an outer heat

strengthened float glass 6mm thick of approved colour and shade with reflective

soft coating on surface # 2 of approved colour and shade an inner Heat strengthned

clear float glass 6mm thick spacer tube 12mm wide dessicants including primary

seal and secondary seal (structural silicone sealant) etc. all complete for the

required performances as per the Architectural drawings as per the approved shop

drawings as specified and as directed by the Engineer-in-Charge. The IGUs shall

be assembled in the factory/ workshop of the glass processor. (Payment for fixing

of IGU Panels in the curtain glazing is included in cost of item No.26.2) For

payment only the actual area of glass on face # 1 of the glass panels (excluding the

areas of the grooves and weather silicone sealant)

As directed

byEngineer incharge

3730.70 Sqm 11684440.48

provided and fixed in position shall be measured in sqm. (i) Coloured tinted float

glass 6mm thick substrate with reflective soft coating on face # 2 + 12mm Airgap +

6mm Heat Strengthened clear Glass of approved make having properties

as visible Light transmittance (VLT) of 25 to 35 % Light reflection internal 10 to

15% light reflection external 10 to 20 % shading coefficient (0.25- 0.28) and U

value of 3.0 to 3.3

713 348.00 Extra for openable side / top hung vision glass panels (IGUs) including providing

and supplying at site all accessories and hardwares for the openable panels as

specified and of the approved make such as heavy duty stainless steel friction

hinges min 4 -point cremone locking sets with stainless steel plates handles buffers

etc. including necessary stainless steel screws/ fasteners nuts bolts washers etc. all

complete as per the Architectural drawings as per the approved shop drawings as

specified.

As directed by

Engineer in

charge

2941.60 Sqm 1023676.80

714 505.22 Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat

strengthened monolithic float glass of approved colour and shade with reflective

soft coating on surface # 2 of approved colour and shade so as to match the colour

and shade of the IGUs in the vision panels etc. all complete for the required

performances as specified as per the Architectural drawings as per the approved

As directed

byEngineer incharge

2798.70 Sqm 1413959.21

64

shop drawings as specified and as directed by the Engineer- in-Charge.“For

payment only the actual area of glass on face # 1 of the glass panels (but excluding

the area of grooves and weather silicone sealant) provided and fixed in position

shall

be measured in sqm. (Payment for fixing of Spandrel Glass Panels in the curtain

glazing is included in cost of relevent Item*). (i) Coloured tinted float glass 6mm

thick substrate with reflective soft coating on face # 2 having properties as visible

Light transmittance (VLT) of 25 to 35 % Light reflection internal 10 to 15% light

reflection external 10 to 20% shading coefficient (0.25- 0.28) and U value of 3.0 to

3.3 W/m 2 K etc. The properties of performance glass shall be decided by

technical sanctioning authority as per the site requirement.

715 1020.28 “Design supply & installation of suspended Spider Glazing system designed to

withstand the wind pressure as pr IS 875 (Part-III). The Suspended System held

with Spider Fittings of SS-316 Grade Steel of approved manufacturer with

glass panel having 12 mm thick clear toughened glass held together with SS- 316

Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm

thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by

means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom

using SS channel of 50x25x2mm using fastener & anchor bolts non staining

weather sealants of approved make Teflon/ nylon bushes and separators to prevent

bi-metallic contacts all complete to perform as per specification and approved

drawings. The complete system to be designed to accommodate thermal expansion

& seismic movements etc.

As directed by

Engineer in

charge

6928.55 Sqm 7069060.99

with non staining weather sealant so as to make the entire The joints between glass

panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be

filled system fully water proof & dust proof. The rate shall include all design

Engineering and shop drawing including approval from structural designer labour

T&P scaffolding other incidental charges including wastage enabling temporary

services all fitting fixers nut bolts washer Buffer plates fastener anchors SS channel

laminated glass etc. all complete. For the purpose of payment actual elevation area

65

of Glazing including thickness of joints and the portion of Glass panel inside the

SS channel shall be measured. “

TOTAL OF CIVIL WORK =


129837713.31

PART -III COST OF PLUMBING WORK

A SANITARY FIXTURE AND FITTINGS

Providing and fixing Wall Mounted European type white glazed earthenware water

closet pan with UPVC seat and lid with chromium plated brass hinges and rubber

buffers including UPVC and vent pipe up to the outside face of wall 10 liter

enameled low level flushing cistern with fittings pipe stop tap brackets for fixing

cistern 32 mm dia. UPVC flush pipe with fittings and clamps 20 mm dia.UPVC

overflow pipe mosquito proof couplings G.I. chain and pulleywith water Jet and

fitting including cutting and making good to the walls and floors testing etc.

complete.( prior approval of sample and brand by Ex.

Engineer is necessary before use)

As Directected By

Engineer Incharge

10859.10

716 30.00 Ground floor 10859.10 Each 325773.00

717 28.00 1st floor - (Rate+1%) 10967.69 Each 307095.32

718 7.00 2nd floor - (Rate+2%) 11076.28 Each 77533.96

719 8.00 3rd floor - (Rate+3%) 11184.87 Each 89478.96

720 18.00 4th floor - (Rate+4%) 11293.46 Each 203282.28

721 19.00 5th floor - (Rate+4.5%) 11347.76 Each 215607.44



724 15.00 8th floor - (Rate+6%)

11510.65 Each 172659.75

Providing and fixing wall-hung white wash basin of size 470x575x190mm of

approved make half pedestal pillar cock C.P.Angular stop cock long thread

As Directected By

Engineer Incharge

7996.80

66

continental including S.S. bottle trap of having necessary pipe connections up to

the outsidem face of the wall.etc complete










Providing and fixing White Glazed Earthenware full stall type Urinal with P.V.C.

flushing cistern of 5 liters capacity with fitting inlet pipes and stop tap brackets for

fixing the cistern 32 mm dia. P.V.C flush pipe with fittings and flushing

arrangement including lead soil pipe lead trap soil pipe connectionup to the outside

face of the wall

Bd.V.23 Page No.

562

7602.00










Providing and fixing white glazed earthenware sink 450mm x 200mm x 300mm

including all connection of the G.I. supply and lead waste pipes up to the outside

face of the wall cold water chromium plated screw down bib tap rolled steel or C.I.

bracketsrubber plug with chain and stop tap complete.

Bd.V.31 Page

No.566

3255.00 Each -




Providing and fixing Shower Head with shower arm of approved make shower tube As directed by 14355.60

67

hand shower with divertor of spout including all necessary pipe fittings and

connections etc. complete as directed by Engineer in charge.

Engineer in charge






Providing and fixing 8 cm rigid PVC Nahani trap including PVC grating bend

connecting piece of UPVC pipe up to the outside face of wall making the good

damaged surface and testing etc. complete ( Prior approval of sample and brand by

Ex. Engr. is necessary before

use)

Specfications

411.60

Each










B INTERNAL DRAINGE (SOILWASTEVENT)

Providing laying and fixing P.V.C. pipe of 40mm dia. with fittings such as bends

tees reducers clamps etc. including necessary excavation trench filling etc.

complete. Including removing existing pipe line if necessary and conveying and

stacking the same in

PWD chowky or as directed etc. complete.

As directed by

Engineer in

charge.

255.15 Rmt







68







stacking the same inPWD chowky or as directed etc. complete.

As directed by

Engineer in charge.

333.90

Rmt

-













stacking the same in

PWD chowky or as directed etc. complete.

As directed by

Engineer in

charge.

338.10 Rmt









786 53.00 8th floor - (Rate+6%)

358.39 Each 18994.67

Providing laying and fixing P.V.C. pipe of 110 mm. dia. with fittings such as bends


As directed by

Engineer in charge.

470.40 Rmt

69


stacking the same in PWD chowky or as directed etc. complete.


470.40 Rmt 12700.80

788 27.00 1st floor - (Rate+1%) 475.10 Rmt 12827.70

789 27.00 2nd floor - (Rate+2%) 479.81 Rmt 12954.87

790 27.00 3rd floor - (Rate+3%) 484.51 Rmt 13081.77

791 36.00 4th floor - (Rate+4%) 489.22 Rmt 17611.92

792 48.00 5th floor - (Rate+4.5%) 491.57 Rmt 23595.36

793 42.00 6th floor - (Rate+5%) 493.92 Rmt 20744.64

794 23.00 7th floor - (Rate+5.5%) 496.27 Rmt 11414.21

795 23.00 8th floor - (Rate+6%) 498.62 Rmt 11468.26

C INTERNAL WATER SUPPLY (DOMESTIC & FLUSHING)

Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessary

fittings remaking good the demolished portion etc. complete. Including removing

existing pipe line if necessary and conveying and stacking the same in PWD

chowky or as directed etc.complete.

BD.V 5 page 551

and as directed by

Engineer in charge

203.70

Rmt

796 79.00 Ground floor 203.70 Rmt 16092.30

797 79.00 1st floor - (Rate+1%) 205.74 Rmt 16253.46

798 79.00 2nd floor - (Rate+2%) 207.77 Rmt 16413.83

799 79.00 3rd floor - (Rate+3%) 209.81 Rmt 16574.99

800 130.00 4th floor - (Rate+4%) 211.85 Rmt 27540.50

801 126.00 5th floor - (Rate+4.5%) 212.87 Rmt 26821.62

802 126.00 6th floor - (Rate+5%) 213.89 Rmt 26950.14

803 126.00 7th floor - (Rate+5.5%) 214.90 Rmt 27077.40

804 126.00 8th floor - (Rate+6%) 215.92 Rmt 27205.92

Providing and fixing on walls/ceiling/floor 20 mm dia. CPVC pipe with necessary




BD.V 5 page 551 and

as directed by

Engineer in charge

232.05 Rmt

805 32.00 Ground floor 232.05 Rmt 7425.60

806 32.00 1st floor - (Rate+1%) 234.37 Rmt 7499.84

70

807 32.00 2nd floor - (Rate+2%) 236.69 Rmt 7574.08

808 32.00 3rd floor - (Rate+3%) 239.01 Rmt 7648.32

809 74.00 4th floor - (Rate+4%) 241.33 Rmt 17858.42

810 52.00 5th floor - (Rate+4.5%) 242.49 Rmt 12609.48

811 52.00 6th floor - (Rate+5%) 243.65 Rmt 12669.80

812 52.00 7th floor - (Rate+5.5%) 244.81 Rmt 12730.12

813 52.00 8th floor - (Rate+6%) 245.97 Rmt 12790.44




chowky or as directed etc.

BD.V 5 page 551

and as directed by

Engineer in charge

276.15

Rmt

-

814 21.00 Ground floor 276.15 Rmt 5799.15

815 21.00 1st floor - (Rate+1%) 278.91 Rmt 5857.11

816 21.00 2nd floor - (Rate+2%) 281.67 Rmt 5915.07

817 21.00 3rd floor - (Rate+3%) 284.43 Rmt 5973.03

818 58.00 4th floor - (Rate+4%)

287.20

Rmt 16657.60

819 27.00 5th floor - (Rate+4.5%)

288.58

Rmt 7791.66

820 27.00 6th floor - (Rate+5%) 289.96 Rmt 7828.92

821 27.00 7th floor - (Rate+5.5%) 291.34 Rmt 7866.18

822 27.00 8th floor - (Rate+6%) 292.72 Rmt 7903.44





BD.V 5 page 551 and

as directed by

Engineer in charge

332.85 Rmt

823 11.00 Ground floor 332.85 Rmt 3661.35

824 11.00 1st floor - (Rate+1%) 336.18 Rmt 3697.98

825 11.00 2nd floor - (Rate+2%) 339.51 Rmt 3734.61

826 11.00 3rd floor - (Rate+3%) 342.84 Rmt 3771.24

827 24.00 4th floor - (Rate+4%) 346.16 Rmt 8307.84

828 13.00 5th floor - (Rate+4.5%) 347.83 Rmt 4521.79

829 13.00 6th floor - (Rate+5%) 349.49 Rmt 4543.37

71

830 13.00 7th floor - (Rate+5.5%) 351.16 Rmt 4565.08

831 13.00 8th floor - (Rate+6%) 352.82 Rmt 4586.66

Providing and fixing on walls /ceiling/ floor 40 mm dia. CPVC pipe with necessary




complete.

BD.V 5 page 551

and as directed by

Engineer in charge

409.50 Rmt

832 4.00 Ground floor 409.50 Rmt 1638.00

833 4.00 1st floor - (Rate+1%) 413.60 Rmt 1654.40

834 4.00 2nd floor - (Rate+2%) 417.69 Rmt 1670.76

835 4.00 3rd floor - (Rate+3%) 421.79 Rmt 1687.16

836 10.00 4th floor - (Rate+4%) 425.88 Rmt 4258.80

837 6.00 5th floor - (Rate+4.5%) 427.93 Rmt 2567.58

838 6.00 6th floor - (Rate+5%) 429.98 Rmt 2579.88

839 6.00 7th floor - (Rate+5.5%) 432.02 Rmt 2592.12

840 6.00 8th floor - (Rate+6%) 434.07 Rmt 2604.42


fittings remaking good the demolished portionetc. complete.

BD.V 5 page 551 and

as directed by

Engineer in charge

592.20 Rmt

841 15.00 Ground floor 592.20 Rmt 8883.00

842 15.00 8th floor - (Rate+6%) 627.73 Rmt 9415.95

D DRAINGE PIPE IN SHAFT (SOILWASTEVENT)

Providing and fixing 75 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and

with necessary fixtures and fitting such as bends tees single junctions slotted vent

clamps etc. complete

As directed by

Engineer in

charge.

468.30 Rmt

843 65.00 Ground floor 468.30 Rmt 30439.50

844 65.00 1st floor - (Rate+1%) 472.98 Rmt 30743.70

845 65.00 2nd floor - (Rate+2%) 477.67 Rmt 31048.55

846 65.00 3rd floor - (Rate+3%) 482.35 Rmt 31352.75

847 105.00 4th floor - (Rate+4%) 487.03 Rmt 51138.15

848 47.00 5th floor - (Rate+4.5%) 489.37 Rmt 23000.39

849 46.00 6th floor - (Rate+5%) 491.72 Rmt 22619.12

850 46.00 7th floor - (Rate+5.5%) 494.06 Rmt 22726.76

72

851 46.00 8th floor - (Rate+6%) 496.40 Rmt 22834.40

Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and

with necessary fixtures and fitting such as bends tees single junctions slotted

ventclamps etc. complete.

As directed by

Engineer in

charge.

638.40 Rmt

852 126.00 Ground floor 638.40 Rmt 80438.40

853 126.00 1st floor - (Rate+1%) 644.78 Rmt 81242.28

854 126.00 2nd floor - (Rate+2%) 651.17 Rmt 82047.42

855 126.00 3rd floor - (Rate+3%) 657.55 Rmt 82851.30

856 205.00 4th floor - (Rate+4%) 663.94 Rmt 136107.70

857 103.00 5th floor - (Rate+4.5%) 667.13 Rmt 68714.39

858 96.00 6th floor - (Rate+5%) 670.32 Rmt 64350.72

859 96.00 7th floor - (Rate+5.5%) 673.51 Rmt 64656.96

860 96.00 8th floor - (Rate+6%) 676.70 Rmt 64963.20

Providing and fixing P.V.C. Rain water pipes of 160mm outer diameter and having

wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592- 1992 including proper

rainwater receiving recess with P.V.C. plug bend necessary fittings such as offsets

shoesinluding fixing the pipe on wall using approved wooden cleats projecting

25mm to 40mm from face of wall a fixing with clips of approved quality and

number filing the joint using rubber gasket with solvent cement and properly

resting the shoe of pipes on C.C. or masonry blocks including necessary

scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All

the P.V.C. fittings and additional 2 piece socket clips shall be got approved from

engineer in charge etc. complete.

As directed by

Engineer in

charge.

1162.35 Rmt

861 54.00 Ground floor 1162.35 Rmt 62766.90

862 54.00 1st floor - (Rate+1%) 1173.97 Rmt 63394.38

863 54.00 2nd floor - (Rate+2%) 1185.60 Rmt 64022.40

864 54.00 3rd floor - (Rate+3%) 1197.22 Rmt 64649.88

865 54.00 4th floor - (Rate+4%) 1208.84 Rmt 65277.36

866 45.00 5th floor - (Rate+4.5%) 1214.66 Rmt 54659.70

867 45.00 6th floor - (Rate+5%) 1220.47 Rmt 54921.15

868 45.00 7th floor - (Rate+5.5%) 1226.28 Rmt 55182.60

73

869 45.00 8th floor - (Rate+6%) 1232.09 Rmt 55444.05

E WATER SUPPLY PIPE IN SHAFT and TERRACE (DOMESTIC &

FLUSHING)

Providing and fixing on walls/ceiling/floor 20 mm dia. CPVC pipe with necessary




BD.V 5 page 551

and as directed by

Engineer in charge

232.05 Rmt

870 31.00 Ground floor 232.05 Rmt 7193.55

871 31.00 1st floor - (Rate+1%) 234.37 Rmt 7265.47

872 31.00 2nd floor - (Rate+2%) 236.69 Rmt 7337.39

873 31.00 3rd floor - (Rate+3%) 239.01 Rmt 7409.31

874 34.00 4th floor - (Rate+4%) 241.33 Rmt 8205.22

875 23.00 5th floor - (Rate+4.5%) 242.49 Rmt 5577.27

876 23.00 6th floor - (Rate+5%) 243.65 Rmt 5603.95

877 23.00 7th floor - (Rate+5.5%) 244.81 Rmt 5630.63

878 23.00 8th floor - (Rate+6%) 245.97 Rmt 5657.31





BD.V 5 page 551

and as directed by

Engineer in charge

276.15 Rmt -

879 37.00 Ground floor 276.15 Rmt 10217.55

880 37.00 1st floor - (Rate+1%) 278.91 Rmt 10319.67

881 37.00 2nd floor - (Rate+2%) 281.67 Rmt 10421.79

882 37.00 3rd floor - (Rate+3%) 284.43 Rmt 10523.91

883 60.00 4th floor - (Rate+4%) 287.20 Rmt 17232.00

884 33.00 5th floor - (Rate+4.5%) 288.58 Rmt 9523.14

885 33.00 6th floor - (Rate+5%) 289.96 Rmt 9568.68

886 33.00 7th floor - (Rate+5.5%) 291.34 Rmt 9614.22

887 33.00 8th floor - (Rate+6%) 292.72 Rmt 9659.76





BD.V 5 page 551

and as directed by

Engineer in charge

332.85 Rmt -

74

888 21.00 Ground floor 332.85 Rmt 6989.85

889 21.00 1st floor - (Rate+1%) 336.18 Rmt 7059.78

890 21.00 2nd floor - (Rate+2%) 339.51 Rmt 7129.71

891 21.00 3rd floor - (Rate+3%) 342.84 Rmt 7199.64

892 32.00 4th floor - (Rate+4%) 346.16 Rmt 11077.12

893 16.00 5th floor - (Rate+4.5%) 347.83 Rmt 5565.28

894 16.00 6th floor - (Rate+5%) 349.49 Rmt 5591.84

895 16.00 7th floor - (Rate+5.5%) 351.16 Rmt 5618.56

896 16.00 8th floor - (Rate+6%) 352.82 Rmt 5645.12

Providing and fixing on walls /ceiling/ floor 40 mm dia. CPVC pipe with necessary




BD.V 5 page 551

and as directed by

Engineer in charge

409.50 Rmt

897 16.00 Ground floor 409.50 Rmt 6552.00

898 16.00 1st floor - (Rate+1%) 413.60 Rmt 6617.60

899 16.00 2nd floor - (Rate+2%) 417.69 Rmt 6683.04

900 16.00 3rd floor - (Rate+3%) 421.79 Rmt 6748.64

901 19.00 4th floor - (Rate+4%)

425.88 Rmt 8091.72

902 13.00 5th floor - (Rate+4.5%) 427.93 Rmt 5563.09

903 13.00 6th floor - (Rate+5%) 429.98 Rmt 5589.74

904 13.00 7th floor - (Rate+5.5%) 432.02 Rmt 5616.26

905 13.00 8th floor - (Rate+6%) 434.07 Rmt 5642.91


fittings remaking good the demolished portionetc. complete.

BD.V 5 page 551

and as directed by

Engineer in charge

592.20 Rmt

906 13.00 Ground floor 592.20 Rmt 7698.60

907 13.00 1st floor - (Rate+1%) 598.12 Rmt 7775.56

908 13.00 2nd floor - (Rate+2%) 604.04 Rmt 7852.52

909 13.00 3rd floor - (Rate+3%) 609.97 Rmt 7929.61

910 19.00 4th floor - (Rate+4%) 615.89 Rmt 11701.91

911 11.00 5th floor - (Rate+4.5%) 618.85 Rmt 6807.35

75

912 11.00 6th floor - (Rate+5%) 621.81 Rmt 6839.91

913 11.00 7th floor - (Rate+5.5%) 624.77 Rmt 6872.47

914 11.00 8th floor - (Rate+6%) 627.73 Rmt 6905.03

Providing and fixing on walls/ ceiling/ floors 100 mm dia.heavy grade having

embossed as ISI Mark galvanised iron pipes weight of 14.74 Kg/meter with

necessary fittings. and remaking good the demolished portion and applying primer

of anti-corrosive oil paint 2 coats Including necessary scaffolding and removing


chowky or as directed etc. complete.

BD.V 5 page 551

and as directed by

Engineer in charge

1430.10 Rmt

915 58.00 Ground floor 1430.10 Rmt 82945.80

916 11.00 1st floor - (Rate+1%) 1444.40 Rmt 15888.40

917 11.00 2nd floor - (Rate+2%)

1458.70 Rmt 16045.70

918 11.00 3rd floor - (Rate+3%) 1473.00 Rmt 16203.00

919 63.00 4th floor - (Rate+4%) 1487.30 Rmt 93699.90

920 11.00 5th floor - (Rate+4.5%) 1494.45 Rmt 16438.95

921 11.00 6th floor - (Rate+5%) 1501.61 Rmt 16517.71

922 11.00 7th floor - (Rate+5.5%) 1508.76 Rmt 16596.36

923 63.00 8th floor - (Rate+6%) 1515.91 Rmt 95502.33

Supplying and erecting 20/25mm dia gun metal air release cock with necessary G.I.

coupling to be fitted on top of air vessel or on wet riser complete

as per specification no.

FF-FFA/ARV

716.00 Nos.

924 6.00 Ground floor 716.00 Nos. 4296.00

925 4.00 1st floor - (Rate+1%) 723.16 Nos. 2892.64

926 4.00 2nd floor - (Rate+2%) 730.32 Nos. 2921.28

927 4.00 3rd floor - (Rate+3%) 737.48 Nos. 2949.92

928 4.00 4th floor - (Rate+4%) 744.64 Nos. 2978.56

929 4.00 5th floor - (Rate+4.5%) 748.22 Nos. 2992.88

930 4.00 6th floor - (Rate+5%) 751.80 Nos. 3007.20

931 4.00 7th floor - (Rate+5.5%) 755.38 Nos. 3021.52

932 6.00 8th floor - (Rate+6%) 758.96 Nos. 4553.76

Supply Installation Testing and Commissioning of heavy quality 20mm full way

lever operated forged brass ball valve of brass body with brass ball with screwed

ends PN10 class on ASTM pipes.

900.00 Nos.

76

933 7.00 Ground floor 900.00 Nos. 6300.00

934 3.00 1st floor - (Rate+1%) 909.00 Nos. 2727.00

935 3.00 2nd floor - (Rate+2%) 918.00 Nos. 2754.00

936 3.00 3rd floor - (Rate+3%) 927.00 Nos. 2781.00

937 3.00 4th floor - (Rate+4%) 936.00 Nos. 2808.00

938 3.00 5th floor - (Rate+4.5%) 940.50 Nos. 2821.50

939 3.00 6th floor - (Rate+5%) 945.00 Nos. 2835.00

940 3.00 7th floor - (Rate+5.5%) 949.50 Nos. 2848.50

941 7.00 8th floor - (Rate+6%) 954.00 Nos. 6678.00




1100.00 Nos. -

942 6.00 Ground floor 1100.00 Nos. 6600.00

943 2.00 1st floor - (Rate+1%) 1111.00 Nos. 2222.00

944 2.00 2nd floor - (Rate+2%) 1122.00 Nos. 2244.00

945 2.00 3rd floor - (Rate+3%) 1133.00 Nos. 2266.00

946 3.00 4th floor - (Rate+4%) 1144.00 Nos. 3432.00

947 3.00 5th floor - (Rate+4.5%) 1149.50 Nos. 3448.50

948 3.00 6th floor - (Rate+5%) 1155.00 Nos. 3465.00

949 3.00 7th floor - (Rate+5.5%) 1160.50 Nos. 3481.50

950 6.00 8th floor - (Rate+6%) 1166.00 Nos. 6996.00




1250.00 Nos. -

951 4.00 Ground floor 1250.00 Nos. 5000.00

952 2.00 4th floor - (Rate+4%) 1300.00 Nos. 2600.00

953 2.00 5th floor - (Rate+4.5%) 1306.25 Nos. 2612.50

954 2.00 6th floor - (Rate+5%) 1312.50 Nos. 2625.00

955 2.00 7th floor - (Rate+5.5%) 1318.75 Nos. 2637.50

956 3.00 8th floor - (Rate+6%) 1325.00 Nos. 3975.00



1400.00 Nos. -

77


957 4.00 Ground floor 1400.00 Nos. 5600.00

958 2.00 4th floor - (Rate+4%) 1456.00 Nos. 2912.00

959 2.00 5th floor - (Rate+4.5%) 1463.00 Nos. 2926.00

960 2.00 6th floor - (Rate+5%) 1470.00 Nos. 2940.00

961 2.00 7th floor - (Rate+5.5%) 1477.00 Nos. 2954.00

962 3.00 8th floor - (Rate+6%) 1484.00 Nos. 4452.00

Providing & Fixing 50mm butterfly valve (Body : Grey Cast Iron Shaft : SS Disc :

SG Iron (Rilson coated) Liner : HT - EPDM) (upto 150mm dia with hand lever

operation & above with gear box operation). Tested to a pressure not less than 15

Kg/Sq.cm. Including rubber gasket flanges nuts bolts washers & painting complete

as required.

2500.00 Nos. -

963 3.00 Ground floor 2500.00 Nos. 7500.00

964 3.00 8th floor - (Rate+6%) 2650.00 Nos. 7950.00

Providing & Fixing 65mm butterfly valve (Body : Grey Cast Iron Shaft : SS Disc :

SG Iron (Rilson coated) Liner : HT - EPDM) (upto 150mm dia with hand lever

operation & above with gear box operation). Tested to a pressure not less than 15

Kg/Sq.cm. Including rubber gasket flanges nuts bolts washers & painting complete

as required.

2600.00 Nos. -

965 3.00 Ground floor 2600.00 Nos. 7800.00

966 3.00 8th floor - (Rate+6%)

2756.00 Nos. 8268.00

F EXTERNAL DRAINAGE (SEWER AND RAIN WATER)

967 25.00 Providing laying and fixing jointing Eco- drain 110 mm SN 8 Nu- Drain Upvc

pipes or of equivalent make manufacture as per EN 13476 or equivalent as per

I.S.15328 with fittings such a bends tees coupler etc jointing with rubber lubricant

including necessary excavation trench refilling with selective excavated material

etc. complete.

As directed by

Engineer in charge.

308.70 Rmt 7717.50

78



I.S.15328 with fittings such a bends tees coupler etc jointing with rubber lubricant

including necessary excavation trench refilling with selective excavated materialetc

complete.

As directed by

Engineer in

charge.

486.15 Rmt 85076.25



I.S.15328 with fittings such a bends tees tees coupler etc jointing with rubber

lubricant including necessary excavation trench refilling with selective excavated

materialet complete.

As directed by

Engineer in

charge.

869.40 Rmt 117369.00

970 135.00 Providing and laying concrete pipes of I.S.NP. class of 150mm diameter in proper

line level and slope including necessary collars excavation laying fixing with

collars in cement mortar 1:1 and refilling the trench complete.

Bd.V.41 Page No.

573

657.30 Rmt 88735.50


line level and slope including necessary collarsexcavation laying fixing with collars

in cement mortar 1:1 and refilling the trench complete.

Bd.V.41 Page No.

574

720.30 Rmt 36015.00


line level and slope including necessary collars excavation laying fixing with

collars in cement mortar 1:1 and refilling the trench complete.

Bd.V.41 Page No.

575

1021.65 Rmt 71515.50

973 13.00 Providing and fixing 15cm x 10cm salt glazed stoneware gully trap in cement

concrete 1:4:8 outside the building including cast iron grating in the sink

connecting glazed stoneware pipe brick masonry chamber with cast iron lid and

cast iron grating for the gully trap.

Bd.V.38 Page No.

572

1138.20 Nos. 14796.60

974 7.00 Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x

90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels

half round G.S.W. pipes Brick Masonry plastering from inside and airtight C. I.

cover of 75 kg with lid and frame fixed in cement concrete.

Bd.V.43 Page No. 574 11036.55 Nos. 77255.85

975 12.00 Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x

90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels

half round G.S.W.pipes Brick Masonry plastering from inside and with frame fixed

in cement

concrete withR.C.C. Cover medium duty 140 kg with frame etc complete.

Bd.V.43 Page No.

575

8075.55 Nos. 96906.60

976 5.00 Providing and constructing Ductile Iron circular manhole 45 cm dia. At top 90 cm As directed by 12600.00 Nos. 63000.00

79

at bottom up to 1.80 meter to 2.70 meter depth including excavation laying 1:4:8

cement concrete bedding 15 cm thick burnt brick mansonry with 1:1 cement mortar

plaster 25

mm thick inside and outside 20 mm (1:3) ductile iron heavy type cover with ring

125 kg in weight. High strength. More life and Durability Good Antiskid Grip

Suitable to heavy theatric loading Light weight casting after cost benefits for

Transportation Refilling etc. as per requirement. with prior approval of concerned

Superitending Engineer.

Engineer-in-charge

977 1.00 Providing and constructing recharge pit of 2.0m deep and 1.0m dia of pre-cast RCC

rings with 6.5" dia x 25m deep borewell at the floor of recharge pit including

installation of combination of solid/perforated PVC casing pipe wrapped around

with netlonmesh including 300mm thick sidefilling around outside of RCC rings

(annular space) with 40mm size boulders including filling of recharge pit up to

0.5m depth with 25-75mm clean washed gravels from bottom up followed by 0.5m

depth of 10-25mm of clean washed stones followed by 0.5m of washed river fine

aggregate (natural sand/crushed sand VSI grade finely washed etc.) including

netlon mesh between each gravel/fine aggregate (natural sand/crushed sand VSI

grade finely washed etc.) media layer including covering with RCC slab manhole

frame & cover PVC rungs PVC end-caps fittings etc. including arrangement for

inlet & outlet pipe excavation & backfilling as shown in the drawing.The rate shall

be inclusive of all labour material wastage scaffolding transportation taxes

including all leads lifts at all levels. All material should be of approved make. All

works complete as per the drawing technical specification and direction of the

Engineer in charge.

As directed by

Engineer-in-charge

86314.20 Nos. 86314.20

G DOMESTIC WATER TRANSFER PUMP

978 2.00 Supplying and erecting submersible pumpset of 3 KW/4 HP with 415 V 50 c/s AC

supply suitable for 150 mm dia. borewell suitable for 70 to 250 LPM discharge at

65 to 36 m head & (max. efficiency at 57 m head & 160 lpm) discharge & delivery

Pipe of Size-50mm diameter with a necessary H type clamps


WP-SMP

29739.00 Each 59478.00

H FLUSHING WATER TRANSFER PUMP

979 2.00 Supplying and erecting submersible pumpset of 3 KW/4 HP with 415 V 50 c/s AC

supply suitable for 150 mm dia. borewell suitable for 70 to 250 LPM discharge at

65 to 36 m head & (max. efficiency at 57 m head & 160 lpm) discharge & delivery


WP-SMP

29739.00 Each 59478.00

80

Pipe of Size-50mm diameter with a necessary H type clamps

980 4.00 Supplying & erecting cast iron double flange butterfly valve of size50 mm dia.

complete


FF-VL/BFV

2143.00 Each 8572.00

981 2.00 Supplying & erecting automatic control panel for 3 Ph 415 volt A.c.

Submersible/centrifugal pump set upto 7.5 HP consisting of DOL starter having

relay range 9-14 AMPS.P.P. Combined ammeter/voltmeter phase indicating lamp

enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection.

Control Panel should offer single phasing phase reversal phase imbalance etc

4944.00 Each 9888.00

TOTAL OF PLUMBING WORK =


8406681.71

Pump And Accessories

PART -IV COST OF FIRE FIGHTING WORK

982 2.00 Supplying installing testing and commissioning with perfect aligning proper

levelling of fire service main multi stage pump of 2800 LPM at 76 m head

centrifugal type 75 HP (55 kW) 3 phase 415 volt 50Hz or of suitable HP

complete


FF-MFP/SSC

331007.00 Each 662014.00


levelling of jockey pump of 240 LPM at 56 m head 15 HP (11 kW) 3 phase 415

volt 50Hz or of suitable HP with suitable stages


FF-MFP/JP

63770.00 Each 127540.00


levelling of booster pump of 900 LPM at 40 m Head 12.5 HP (10 KW) 3 phase

415 volt 50Hz or of suitable HP with suitable stages


FF-MFP/BP

53809.00 Each 53809.00

985 1.00 Supplying and installing air vessel of 300 mm dia 1.5m in height M.S. tank

installed inside pump house / on terrace complete

as per specification

no. FF-FFA/ACT

10773.00 Each 10773.00

986 2.00 Supplying and erecting 150 mm dia end line strainer for positive suction complete as per specification no.

FF-VL/ELS

9045.00 Each 18090.00

987 2.00 Supplying and erecting 75 / 80 mm dia end line strainer for positive suction

complete


FF-VL/ELS

3998.00 Each 7996.00

988 2.00 Supplying and erecting cast iron double flange sluice valve 160 mm dia. complete as per specification no.

FF-VL/SV

11770.00 Each 23540.00

989 4.00 Supplying & erecting cast iron double flange butterfly valve of size 65 mm dia. as per specification 2143.00 Each 8572.00

81

Complete no. FF-VL/BFV

990 4.00 Supplying & erecting cast iron double flange butterfly valve of size 75/80 mm dia.

Complete


no. FF-VL/BFV

2746.00 Each 10984.00

991 4.00 Supplying & erecting cast iron double flange butterfly valve of size 150 mm dia.

complete


FF-VL/BFV

5653.00 Each 22612.00

992 3.00 Supplying and erecting cast iron double flange NRV of size 75/80 mm dia complete as per specification no.

FF-VL/NRV

5308.00 Each 15924.00

993 2.00 Supplying and erecting cast iron double flange NRV of size 150 mm dia complete as per specification no.

FF-VL/NRV

11636.00 Each 23272.00

994 10.00 Supplying and installing pressure gauge of 100 mm dia. 0-300 PSI or 0-14 kg per

cm square fitted with 12/15 mm dia. pad cock valve and G.I. pipe elbow etc.

complete


FFFFA/ PG

657.00 Each 6570.00

995 5.00 Supplying and installing pressure switch with 12/15 mm dia isolation valve G.I.

nipple elbow etc complete


no. FF-FFA/PS

1515.00 Each 7575.00

996 1.00 Supplying & installing one piece moulded HDPE / fibre water tank for negative

suction only having capacity 1000 litres fitted with necessary accessories complete


FF-FFA/PT

9880.00 m 9880.00

997 5.00 Supplying and erecting G.I. pipe above ground of ‘C’ class ERW of size 65 mm dia

with necessary fittings complete


FF-PP

889.00 m 4445.00




FF-PP

1075.00 m 5375.00

999 5.00 Supplying and erecting G.I. pipe above ground of ‘C’ class ERW of size 100 mm

dia with necessary fittings complete


FF-PP

1473.00 m 7365.00




FF-PP

2165.00 m 10825.00




FF-PP

3391.00 m 33910.00

INTERNAL FIRE HYDRANT

1002 27.00 Supplying and erecting stainless steel single outlet hydrant valve fitted with

necessary accessories complete


FF-VL/HV

5010.00 Each 135270.00

1003 27.00 Supplying and erecting one no. brass orifice plate having 6 mm. thickness 140 mm

outer dia and required/proper diameter of inner hole at every single outlet hydrant

valve


FF-FFA/OP

868.00 Each 23436.00

82

1004 27.00 Supplying and installing wall mounting swinging Hose reel drum fitted with 19 mm

dia. 30m long high pressure polypropylene (Polyhose) fitted with necessary

accessories complete

as per

specification no. FF-

FFA/HV

6234.00 Each 168318.00

1005 27.00 Supplying fire fighting reinforced rubber lined (R.R.L.) hose pipe 63mm dia 15m in

length fitted with necessary accessories complete


FF-FFA/RRL

4622.00 Each 124794.00

1006 27.00 Supplying & erecting stainless steel branch pipe 63 mm dia fitted with 20 mm dia

detachable hexagonal nozzle complete

as per specifications

no. FF-FFA/NZ

1728.00 Each 46656.00




FF-PP

2165.00 Each 324750.00

1008 27.00 Supplying and erecting M.S./CRCA cabinet for housing Floor Hydrant valve hose

pipe hose reel and branch pipe (size 1000 x 736 x 736 mm.) made from 16 SWG

sheet and angle iron 25 x 25 x 4 mm. having front doors with viewing glass (8"x6")

and locking arrangement with necessary fixing material such as rubber bidding etc.

duly painted in post box red colour.

13732.00 Each 370764.00

1009 3.00 Supplying and erecting 20/25mm dia gun metal air release cock with necessary G.I.



FF-FFA/ARV

716.00 Each 2148.00

INTERNAL FIRE SPRINKLERS

1010 9750.00 Supplying erecting testing and commissioning of 15 mm (½") dia. NBCM Body

chrome finished quartzoid bulb sprinkler having 68º C fixed temperature rating

with deflector disc of conventional construction complete


no. FF-SPR

396.00 Each 3861000.00

1011 27.00 Supplying erecting testing and commissioning vane type water flow detector

suitable for detecting flow of water in wet sprinkler pipe of main line or branch

lines of 100 mm dia having following features 1) Visual switch activation 2)

Rugged switch assembly 3) Heavy duty aluminium pipe saddles 4) Durable metal

enclosure 5) Steel U bolts for secure mounting 6) Two SPDT ( Single pole double

track ) synchronised switches 7) serviceable without draining pipes

7266.00 Each 196182.00




no. FF-PP

285.00 m 1795500.00


with necessary fittings complete as

per specification no.

FF-PP

374.00 m 1178100.00


with necessary fittings complete as


FF-PP

677.00 m 3655800.00

83




FF-PP

889.00 m 2400300.00




FF-PP

1075.00 m 2418750.00




FF-PP

1473.00 m 2651400.00


Complete


no. FF-VL/BFV

2143.00 m 64290.00


complete


FF-VL/BFV

2309.00 m 34635.00


complete


FF-VL/BFV

2746.00 m 82380.00


complete


FF-VL/BFV

3559.00 m

106770.00

1022 6.00 Supplying and erecting 20/25mm dia gun metal air release cock with necessary G.I.



FF-FFA/ARV

716.00 Each 4296.00

EXTERNAL FIRE SPRINKLERS

1023 8.00 Supplying and erecting stainless steel single outlet hydrant valve fitted with

necessary accessories complete


FF-VL/HV

5010.00 Each 40080.00

1024 8.00 Supplying and erecting one no. brass orifice plate having 6 mm. thickness 140 mm

outer dia and required/proper diameter of inner hole at every single outlet hydrant

valve


FF-FFA/OP

868.00 Each 6944.00

1025 8.00 Supplying fire fighting reinforced rubber lined (R.R.L.) hose pipe 63mm dia 15m in

length fitted with necessary accessories complete


FF-FFA/RRL

4622.00 Each 36976.00

1026 27.00 Supplying & erecting stainless steel branch pipe 63 mm dia fitted with 20 mm dia

detachable hexagonal nozzle complete

as per specifications

no. FF-FFA/NZ

1728.00 Each 46656.00




FF-PP

2165.00 Each 974250.00

1028 450.00 Providing coating of bitumen paint & 4mm thick wrapping for underground 150

mm ring main of fire fighting system.

445.00 Each

200250.00

1029 27.00 Supplying and erecting M.S./CRCA cabinet for housing Floor Hydrant valve hose

pipe hose reel and branch pipe (size 1000 x 736 x 736 mm.) made from 16 SWG

sheet and angle iron

13732.00 Each 370764.00

84

25 x 25 x 4 mm. having front doors with viewing glass (8"x6") and locking

arrangement with necessary fixing material such as rubber bidding etc. duly painted

in post box red colour.

1030 1.00 Supplying and erecting fire brigade header of 150 mm dia for supplying water in

fire tank complete


FFFA/ FBC

8135.00 Each 8135.00

1031 1.00 Supplying and erecting fire brigade header (Siamese connection) of 150 mm dia for

supplying water to wet riser system complete


FF-FFA/SMC

10021.00 Each 10021.00

TOTAL OF FIRE FIGHTING WORK =

22410686.00

PART - V :- COST OF HVAC WORK DUCTABLE UNIT

1032 47.00 Supply installation testing and commissioning of VRV / VRF based ductable type

high static indoor unit (IDU) having nominal cooling capacity of 8.0TR ( 3200

cfm ) having EER as per BEE standards and specifications with evaporator fan

with motor copper tube aluminium fin evaporator coil washable air filter insulated

drain tray expansion device cordless remote control with necessary controls and

electrical terminal to receive power supply etc. having anti-corrosive coating

suitable for coastal area with suitable ceiling suspension arrangement with an

electronic control console and any additional refrigerant and oil charge as per

requirement during installation connected with the system complete.

60945.00 Each 2864415.00

1033 2.00 Supply installation testing and commissioning of VRV / VRF based ductable type

high static indoor unit (IDU) having nominal cooling capacity of 5.1TR ( 2040

cfm ) - 6TR (2400) having EER as per BEE standards and specifications with

evaporator fan with motor copper tube aluminium fin evaporator coil washable air

filter insulated drain tray expansion device cordless remote control with necessary

controls and electrical terminal to receive power supply etc. having anti-corrosive

coating suitable for coastal area with suitable ceiling suspension arrangement with

an electronic control console and any additional refrigerant and oil charge as per

requirement during installation connected with the system complete.

55540.00 Each

111080.00

85

CASSETTE UNIT

1034 9.00 Supply installation testing and commissioning ofVRF/VRV based ceiling

suspended 4 Way cassette indor unit (IDU) compact / standard size of nominal

cooling capacity 3.3TR ( 1165 cfm ) to 4.0TR ( 1218 cfm) having EER as per

BEE standards and specifications suitable as per site

37775.00 Each 339975.00

requirement with swing louvers and adjustable blades from sides. Indoor Units

complete with in-built drainage arrangements fan refrigerant liquid and refrigerant

piping cordless remote control and fresh air port etc. IDU shall have anticorrosive

coating suitable for coastal area complete in all respects to operate on 1-phase

230V 50Hz AC input supply consisting with any additional refrigerant and oil

charge as per requirement during installation and connected to the system complete.

HI WALL UNIT

1035 5.00 Supply installation testing and commissioning of VRF/VRV based Hi-wall type

indoor unit (IDU) of nominal cooling capacity 1.3TR (421 cfm) to 1.7TR (586

cfm) having EER as per BEE standards and specifications with multiple speed


filter insulated drain tray expansion device cordless remote control with necessary

controls with 3-core copper flexible cord of required length and electrical terminal

to receive power supply etc. IDU shall have anti-corrosive coating suitable for

coastal area. Unit shall be suitable for indoor wall mounting having an electronic

control console provided with suitable mounting brackets with any additional

refrigerant and oil charge as per the requirement during installation connected to

the system complete.

21905.00 Each 109525.00

VRF/VRV OUTDOOR UNIT

1036 4.00 Supplying erecting testing and commissioning 28 HP VRF / VRV air

conditioning system out door unit (ODU) complying type-IV OEM standards

working on HFC free refrigerant R410A or other required/suitable green

equivalent refrigerant for cooling capacity delivering 100% at 47 deg. celcius and

non stop cooling even at 56 deg. celsius and coefficient of performance (COP) 3.00

to 4.00 modular type horizontal/vertical hot air discharge suitable for total piping

length upto

621161.00 Each 2484644.00

86

1000 metre operation in cooling mode with inverter based VRF/VRV technology

microprocessor based control compressor starter/control panel complete with scroll

compressor air cooled anti corrosive copper condenser coil of suitable shape for

increasing maximum heat transfer area built in oil separator accumulator and oil

receiver copper tube aluminium fin air cooled condenser condenser fan with motor

suitable for 415V ± 10% 50 Hz 3 phase power supply internal copper refrigerant

piping internal wiring and first charge of refrigerant etc. all housed in powder

coated weather proof cabinet on provided angle iron frame or suitable foundation

connected to the system in approved manner complete







length upto 1000 metre operation in cooling mode with inverter based VRF/VRV

537025.00 Each 8592400.00

technology microprocessor based control compressor starter/control panel complete

with scroll compressor air cooled anti corrosive copper condenser coil of suitable

shape for increasing maximum heat transfer area built in oil separator accumulator

and oil receiver copper tube aluminium fin air cooled condenser condenser fan with

motor suitable for 415V ± 10% 50 Hz 3 phase power supply internal copper

refrigerant piping internal wiring and first charge of refrigerant etc. all housed in

powder coated weather proof cabinet on provided angle iron frame or suitable

foundation connected to the system in approved manner complete..







length upto 1000 metre operation in cooling mode with inverter based VRF/VRV


498255.00 Each 2491275.00

87

with scroll compressor air cooled anti corrosive copper condenser coil of suitable

shape for increasing maximum heat transfer area built in oil separator accumulator

and oil receiver copper tube aluminium fin air cooled condenser condenser fan with

motor suitable for 415V ± 10% 50 Hz 3 phase power supply internal copper

refrigerant piping internal wiring and first charge of refrigerant etc. all housed in

powder coated weather proof cabinet on provided angle iron frame or suitable

foundation connected to the system in approved manner complete.

1039 3.00 Supplying erecting testing and commissioning 8 HP VRF / VRV air conditioning

system out door unit (ODU) complying type-IV OEM standards working on

HFC free refrigerant R410A or other required/suitable green equivalent

refrigerant for cooling capacity delivering 100% at 47 deg. celcius and non stop

cooling even at 56 deg. celsius and coefficient of performance (COP) 3.00 to 4.00

modular type horizontal/vertical hot air discharge suitable for total piping length

upto 1000 metre operation in cooling mode with inverter based VRF/VRV

technology microprocessor based control compressor starter/control panel

286955.00 Each 860865.00

complete with scroll compressor air cooled anti corrosive copper condenser coil of

suitable shape for increasing maximum heat transfer area built in oil separator

accumulator and oil receiver copper tube aluminium fin air cooled condenser

condenser fan with motor suitable for 415V ± 10% 50 Hz 3 phase power supply

internal copper refrigerant piping internal wiring and first charge of refrigerant etc.

all housed in powder coated weather proof cabinet on provided angle iron frame or

suitable foundation connected to the system in approved manner complete..

1040 2.00 Supplying erecting testing and commissioning 6 HP VRF / VRV air conditioning

system out door unit (ODU) complying type-IV OEM standards working on

HFC free refrigerant R410A or other required/suitable green equivalent

refrigerant for cooling capacity delivering 100% at 47 deg. celcius and non stop

cooling even at 56 deg. celsius and coefficient of performance (COP) 3.00 to 4.00

modular type horizontal/vertical hot air discharge suitable for total piping length

upto 1000 metre operation in cooling mode with inverter based VRF/VRV


with scroll compressor air cooled anti corrosive copper condenser

126770.00 Each 253540.00

coil of suitable shape for increasing maximum heat transfer area built in oil

separator accumulator and oil receiver copper tube aluminium fin air cooled

88

condenser condenser fan with motor suitable for 415V ± 10% 50 Hz 3 phase power

supply internal copper refrigerant piping internal wiring and first charge of

refrigerant etc. all housed in powder coated weather proof cabinet on provided

angle iron frame or suitable foundation connected to the system in approved

manner complete..

MS STAND FOR OUT DOOR

1041 12.00 Item No 529 : -Supplying and fixing of fabricated MS Stand suitable for outdoor

unit at shown location with 75x75x6 angle frames including grouting etc. complete

as per site requirement.(Firm has to be submit shop DWGs for prior approval with

structural calculations.

10398.00 Each 124776.00

VENTILATION FAN

1042 8.00 Supply Installation testing & Commissioning of 300 CFM (TOILET AREA )

circular inline fan with backward curve impeller directly driven external rotor and

sturdy motor suitable for continuous operation.The assembly shall be in position to

install in either direction.The fan Motor shall be single phase electrical supply.The

Motor shall be built in thermal contact & TEFC (IP-54).

4780.00 Each 38240.00






1950.00 Each 19500.00






1223.00 Each 9784.00

1045 3.00 Supply installation testing and commissioning of double skin Cabinet type

Centrifugal Fans 5000 CFM for kitchen Exhaust housed in GI sheet construction

and incorporated with SISW backward curveplug fan blower with Motor with

VFDremovable access panel both the side for maintenancefanged inlet/outlet

connection and suitable for 90 deg rotation.

1223.00 Each 3669.00

89

1046 14.00 Supplying erecting testing & commissioning fresh air intake system ductable

circular inline fresh air fan inlet unit having 300 cfm capacity with maintaining

the static pressure minimum 20 mm of Hg complete suitable to operate on 1ph 230

V 50Hz A.C. supply.

4780.00 Each 66920.00

TREATED FRESH AIR(TFA) FAN

1047 2.00 Supply installation testing and commissioning of VRV / VRF based ceiling

suspended 4.0TR Treated Fresh Air ( TFA ) ( 3310 cfm ) indoor unit with


filter insulated drain tray expansion device corded / cordless remote control with

necessary controls and electrical terminal to receive power supply etc. having anti-

corrosive coating suitable for coastal area with suitable ceiling suspension

arrangement and an electronic control console with an additional refrigerant and oil

charge as per requirement during installation connected with the system complete.

51055.00 Each 102110.00









70260.00 Each 351300.00









88546.00 Each 177092.00

AIR CURTAIN

1050 10.00 Supply installation testing and commissioning air curtain of 6 feet width having

air throw velocity of 21 m/sec low noise level up to 38 to 46 dB suitable for door

height upto 9 feet working on 1ph 230 V 50Hz A.C. supply.

20537.00 Each 205370.00

90

REFRIGERANT COPPER PIPING

1051 25.00 Supplying laying / fixing testing and commissioning of appropriate nominal

refrigerant copper pipe of 41.3 mm dia (OD) for liquid line / suction line supply

and return piping of suitable gauge ( hard drawn copper pipe for liquid main line

and for refrigerant ) along with necessary supports hangers clamps vibration

isolators and fittings such as bends tees valves gauges strainers with insulation of

19 mm thick elastomeric nitrile rubber along with application of multicoating

suitable for use with VRV / VRF piping for protection against mechanical damages

fungal growth flame spread water permeance and ultra violet radiations complete

with OEM standards of VRV / VRF air conditioning system.

2398.00 m 59950.00










2244.00 m 89760.00










2183.00 m

65490.00





isolators and fittings such as bends tees valves gauges

1468.00 m

88080.00

91

strainers with insulation of 19 mm thick elastomeric nitrile rubber along with

application of multicoating suitable for use with VRV / VRF piping for protection

against mechanical damages fungal growth flame spread water permeance and ultra

violet radiations complete with OEM standards of VRV / VRF air conditioning

system.










1138.00 m 34140.00










996.00 m 34860.00










737.00 m

18425.00

92










618.00 m

9270.00

REFNET JOINT

1059 145.00 Supplying and installation of high pressure grade required size copper connection

Y or T- Joints / refnet for liquid and suction line complete erected on wall/ceiling

with supports/raceways Nitrile rubber insulation painting etc. with brazing and

testing for leakages confirming the normal operation of the VRV / VRF air

conditioning system.

5484.00 m 795180.00

DRAIN PIPING

1060 40.00 Supplying and erecting circular flexible / rigid PVC pipe duct of size 40 mm dia

4 mm thickness with required couplers reducers T-joints Y-joints elbows and

necessarysupports etc with sealing complete with provided control/air flow

regulating valves / dampers filters at position.

2107.00 m 84280.00

1061 30.00 Supplying and erecting circular flexible / rigid PVC pipe duct of size 50 mm dia

4 mm thickness with required couplers reducers T-joints Y-joints elbows and

necessarysupports etc with sealing complete with provided control/air flow

regulating valves / dampers filters at position.

2281.00 m 68430.00

CONTROL CABLE

1062 300.00 Supplying erecting & terminating XLPE armoured cable 3 core 2.5 sq. mm. copper

conductor continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected

with glands & lugs on wall/ trusses/ pole or laid in provided trench/ pipe


no.CB-LT/CU

162.00 m 48600.00

CONTROL PANEL AND REMOTE

1063 53.00 Supply installation testing and commissioning cordless remote contol having 1700.00 m 90100.00

93

colour LCD panel real time clock temperature limitation (16 to 30 degree Cent.)

functions like filter clean reminder timer suitable to communicate with wired

controller complete.

1064 1.00 Supplying erecting testing and commissioning centralized programmable remote

contol panel (HMI) touch manager controls minimum 16 system of minimum 64

ODU's can be controlled and up to 992 IDU's can be individually mounted and

controlled indoor units having minimum 200 mm

43200.00 m 43200.00

size colour LCD touch panel yearly schedule power proportional distribution

function temperature limitation history function complete erected on wall with an

arrangement to integrate with provided fire alarm system.

GI DUCTING

1065 850.00 Fabrication supply & erection of 24gauge GI sheet rectangular ducting as per IS

standards at shown location including P&F of suitable supports required hardwares

gasket etc. complete as per site requirement.Make Jindal /Tata/SAIL.

1020.00 SQMT 867000.00



gasket etc. complete as per site requirement.Make Jindal /Tata/SAIL

1140.00 SQMT 456000.00



gasket etc. complete as per site requirement.Make Jindal /Tata/SAIL.

1260.00 SQMT 189000.00

GRILL & DAMPER

1068 60.00 Supplying & erecting tile type modular diffuser made from aluminium sheet

complete with powder coated matching to the ceiling shade for provided suuply

and return air.

11500.00 EACH 690000.00

1069 250.00 Supplying and erecting aluminium powder coated linear grill of suitable size for

width length without collar dampers having matching colour with the existing false

ceiling and suitable for deflection of 15/30/45 degree.

1233.00 SQMT 308250.00

1070 30.00 Supplying and installing of coller damper of galvanized iron material of upto 120

microns for anti corrosive resistance for supply air grill of required size

6308.00 SQMT 189240.00

1071 25.00 Supply installation testing and commissioning of manually operated opposed blade

duct mounted flanged volume control dampers of required sizes in GI

construction complete with operating mechanism mounting arrangement rubber

5952.00 SQMT 148800.00

94

refrigerant kits etc. complete.

1072 10.00 Supply installation testing and commissioning of volume control box with collor

for control damper of required sizes in GI construction complete with operating

mechanism mounting arrangement rubber refrigerant kits etc. complete.

5655.00 SQMT 56550.00

CANVAS CONNECTION AND INSULATIONS

1073 50.00 Supply fabrication installation an testing of flexible canvass connections

constructed between ductable unit / dampers / ducting of required size with fire

resist flexible double canvas sleeve complete.

2645.00 EACH 132250.00

1074 1200.00 Providing adhesive thermal insulation for supply / return air duct with 19 mm

nitrile rubber insulation having R-value as per the prevailing provisions in

ECBC-2007.

938.00 SQMT 1125600.00

1075 300.00 Providing and applying of accoustic insulation for air ducts with 25 mm thick

48kg/cu.m fiber glass faced with RP tissue and covered with 26 SWG perforated

aluminium sheets complete.

1069.00 SQMT 320700.00

1076 1.00 Carrying out core cutting of size 3" to 5" dia x 15" length in the C.C./rock/stone

wall with the help of specialized core cutting machine in proper manner and

finishing the site as original.

7500.00 JOB 7500.00

TOTAL COST OF HVAC WORK

25227135.00

PART - VI :- COST OF SWIMMING POOL EQUIPMENTS WATER HEATING SYSTEM & FILTRATION WORK

1077 2.00 Supply Installation Testing & Commissioning of MULTIGRADE FILTERS

INTERNAL EPOXY PAINTED --Made of MS internal epoxy painted with

collector arms and distributers made ms heavy tudy pipe frontal piping with 200

mm valve for filtration backwash & rinse process .Diameter 3000 mm HOS- 1875

MM shell thickness- 6mm dish thickness 8 mm working pressure 2.5 Kg/Sq.cm

728280.00 Each 1456560.00

95

desgn pressure - 3.5 kg/cm2 Test Pressure 5.0Kg/sq.cm2. Flow rate of 213 Cu.m /

hr at a specific velocity of 20 -25Cu.m/hr/Sq.m .Filter to be supplied with main

hole handhole pressure gauge inclusive of sand media -total9350 kgs with media

depth 915 mm .2nos filter used for main pool & Baby pool . Make Ion Exchange.

1078 1.00 Supply Installation Testing & Commissioning of the Air compressor capable

of discharging 320 m3/hr @0.35 kg/m2 -belt driven on common base plate with

7.5 hp electric motor .1450 rpm 3 phase 415 volt dynamically pulley inlet silenser

with flange - make - Everest /kay/Arco

287000.00 Each 287000.00

1079 3.00 Supply Installation Testing & Commissioning of the Self-priming Centrifugal

Pump Body made of Cast Iron Impeller made of SS 316 Shaft made of

SS304Mechanical seal -Graphite/Ceramic Flow rate 200 Cu.m/hr @ 22 mts head

with strainer Capacity - 25 Hp 2900 rpm III phase ( 2w + 1 s-by )

145000.00 Each 435000.00

1080 2.00 Supply Installation Testing & Commissioning of the Dosing Pump with tank -

Dosing pump CDS - 5 Capacity 0 - 16 LPM acid alkali alum TCCA -90 with

chemical dosing tank capacity 200 Ltrs - 1 No including metering pump 0-16 LPH

Make Ion Exchange

58100.00 Each 116200.00

1081 1.00 Supply Installation Testing & Commissioning of the Dosing Pump with tank - Dosing pump CDS - 5 Capacity 0 - 16 LPM TCCA -90 with chemical dosing tank

capacity 200 Ltrs Wit high speed stirrer .Make : Ion Exchange India Ltd

58100.00 Each 58100.00

1082 1.00 Supply Installation Testing & Commissioning of the Pool ozonator for 20 Lacs

capacity pool water treatment -200 gms/hr ozonator with panel booster pump

venturi oxygemn concentrator piping cabling etc . Make Ion Exchange

1001000.00

Each 1001000.00

1083 1.00 Supply Installation Testing & Commissioning of the Pool Ionizer for 15 Lacs

capacity pool water . Ionizer Chamber 3 nos- 6 pairs of Cu & Silver electrode per

cell with Panel . Make Ion Exchange

840000.00

Each 840000.00

1084 1.00 Supply Installation Testing & Commissioning of the Pool drains (drain out

sump)Irrespective and what is shown on drawing provide pool square drain in SS

316 of size 500 mm x 500 mm with 10 mm holes with frame for fixing on chamber

top as top cover along with fixing arrangement . Make Ion Exchange

35000.00

Each 35000.00

1085 90.00 Supply Installation Testing & Commissioning of the Pool floor inlets :-

(Concrete floor inlets)-110 /160 mm dia UPVC pipe with reducer T 110 to 63mm

including tail piece of 63 mm dia 20 cm long with pool floor inlet made out of ABS

plastic white colour with S.S. screws of flow rate 9000 ltr/hrs to be provided. Top

710.00

Each 63900.00

96

of floor inlets to be in level of floor tiles provided in swimming pool as per

instruction of manufacturer. Pool floor inlet to be provide of following

manufacturer.

1086 196.00 Supply Installation Testing & Commissioning of the Scum drain shall be

provided as shown in drawing with slope 1:300 towards balancing tank including

Gratings made in white UV stabilized PP of size wide .295 mm ht 35 mm along

with grating support suitable for 35mm height profile using RCC M-30 (RMC)

made in plastic (Astral code 00222 code 00224)complete of following .

1164.80

Each 228300.80

1087 2.00 Supply Installation Testing & Commissioning of the Stainless steel AISI-316

ladders--Stainless steel ladders shall be provided with Nos of treads three four or

five as shown in drawings of Swimming pool made out of model stainless steel

AISI-304 of width 500 mm with handrails and shall be 43 mm dia of stainless steel

with non-slip steps provided with electrical earthing connection and anchoring.

18900.00

Each 37800.00

1088 2.00 Supply Installation Testing & Commissioning of thePool ladder 4 Step dia

42mm SS 304 MOC Anti slippery treads

21700.00

Each 43400.00

1089 2.00 Supply Installation Testing & Commissioning of thePool ladder 5 steps dia

42mm SS 304 MOC Anti slippery treads

24500.00

Each 49000.00

1090 1.00 Supply Installation Testing & Commissioning of the 600mmm SS Vacuum

Head- Vacuum head Make : Ion Exchange India Ltd.

37800.00

Each 37800.00

1091 2.00 Supply Installation Testing & Commissioning of the Anodised Extruded Stainless

Steel Vacuum Head fixed with clip type connection 1-1/2" Maintenance Kit

5796.00

Each 11592.00

1092 2.00 Supply Installation Testing & Commissioning of the Reinforced telescopic Handle

3.6-7.2 mtr long

3136.00

Each 6272.00

1093 2.00 Supply Installation Testing & Commissioning of the Floating suction made of

polyethyene blue color 40 mm (1-1/2") 30 mtrs long

11200.00

Each 22400.00

1094 2.00 Supply Installation Testing & Commissioning of the Deep Bag skimmer clip type. 1120.00 Each 2240.00

1095 2.00 Supply Installation Testing & Commissioning of the Water surface skimmer clip

type

1120.00

Each 2240.00

1096 2.00 Supply Installation Testing & Commissioning of the Curved brush clip type 840.00 Each 1680.00

1097 2.00 Supply Installation Testing & Commissioning of the Test kit for pH and chlorine. 840.00 Each 1680.00

1098 2.00 Supply Installation Testing & Commissioning of the Algae Brush SS Bristles 1470.00 Each 2940.00

1099 2.00 Supply Installation Testing & Commissioning of the Straight Brush clip type 1470.00 Each 2940.00

97

1100 1.00 Supply Installation Testing & Commissioning of the Trolley mounted self primited

non-clogTrolley mount suction sweeper with pump (i) Trolley mounted suction

pump capacity 2 HP self priming pump including rope & starter complete Make :

Kirloskar (ii) Pool cleaner semi type with trolley 6 Nos of float complete and

including PP Rope & vacuum point with ABS material - 10 Nos and piping with 50

mm grade ISI mark pump.

147000.00 Each 147000.00

1101 70.00 Supply Installation Testing & Commissioning of the Junction size 100 mm x 100

mm square type with water proof covering made of ABS plastic material &

Flexible conduit.

1474.00 Each 103180.00

1102 70.00 Supply Installation Testing & Commissioning of the Pool under water light 14 W

LED made of ABS material size 300mm dia and 40 mm thick sleek design with

LED Bulb operating voltage 12 Volts with driver water seal gasket complete in all

respect including water proof multi strand copper conductor cable of 4 sq mm 2

core with flexible conduit complete.

8400.00 Each 588000.00

1103 1.00 Supply Installation Testing & Commissioning of VALVE SET WITH BALL /

BUTTERFLY & NR VALVE WITH VALVE KITY-Strainer NUTS &

BOLTS

525000.00 LOT 525000.00

1104 1.00 Supply Installation Testing & Commissioning of the UPVC 10kg pipes conforming to IS 4985 -1992 with all fittings like tee bends fixed in the pipe PVC

Piping with complete fittings of 10 KG/CM2

2180000.00 SET 2180000.00

1105 10.00 Supply Installation Testing & Commissioning of starting platform/starting

blocks adjustable platform in polyester and fiberglass with non-slip finish of size

500 mm x 500 mm x 700 mm ht with polished finish including necessary fixing

anchoring fixtures as per manufacturer instructions Complete of (Astral Code No.

00144) following make.

49000.00

Each 490000.00

1106 20.00 Supply Installation Testing & Commissioning of the An Anchor Fastener

Anchor Bracket SS 304.

3500.00

Each 70000.00

1107 8.00 Supply Installation Testing & Commissioning of the Suspended lane divider

float lines- Float lines supplied with floats and stainless steel 6mm cable and hook

(Astral code No. 00183) including float line anchors made in SS 316 (Astral Code

No. 00140) float line flange anchoring socket made in SS 316 (Astral Code No.

00141) and float line pensioner in AISI 316 (Astral Code No. 00208)

50400.00

Each 403200.00

98

1108 30.00 Supply Installation Testing & Commissioning of the Stainless steel. handrail

shall be of grade AISI-304. Handrail shall be of dia 32 mm and shall be provided as

shown on drawing including brackets fixtures and fitting complete.

9100.00

Each 273000.00

1109 1.00 Supply Installation Testing & Commissioning of the False Start Indicator SS

304.

29960.00

Each 29960.00

1110 1.00 Supply Installation Testing & Commissioning of the Back Strike Indicator SS

304

35560.00

Each 35560.00

1111 1.00 Supply Installation Testing & Commissioning of the Shepherd Hook with 16ft

Pole

15960.00

Each 15960.00

1112 4.00 Supply Installation Testing & Commissioning of the Life Buoy MMD

Approved

10500.00

Each 42000.00

1113 2.00 Supply Installation Testing & Commissioning of the Victory stand Victory

stand shall be provided all as shown onDividing board/Flexible spring board:- 1no

spring board & 3 nos diving board Irrespective of what is mentioned in drawings

dividing board/flexible spring board shall be fiber glass board with non-slip surface

covering entire length of board with the addition of water repellant non-slip

adhesive strips over the spring area for maximum safety including anchor bolt and

fitting as directed by manufacturer. The board shall have highly resistant gel coated

surface which remains flexible even after UV exposure and adverse Diving board

254800.00 Each 509600.00

WATER HEATING SYSTEM

1114 6.00 Supply Installation Testing & Commissioning of the high efficiency air source

heat pump having heating capacity of 125 kW Suitable for swimming pool heating

application.

1434000.00

Each 8604000.00

1115 1.00 Cabling

450000.00

LOT 450000.00

1116 1.00 Control Panel 515000.00 Each 515000.00

1117 1.00 Installation & Commissioning supervision

401000.00

Job 401000.00

1118 1.00 Transportation

150000.00

Job 150000.00

TOTAL OF SWIMMING POOL EQUIPMETS & FILTRATION WORK = (Carry forward to Summary page) 20275504.80

99

PART - VII : - COST OF ELECTRICAL WORK

1119 2 Supplying and erecting 11kV 630A vacuum circuit breaker of required rating on

provided MS channels / trench / foundation


no SW-HTS / VCB

509592.00 Each 1019184.00

1120 23.00 Supplying and erecting GI sheet 1.6 mm (16 SWG) to be used for fabrication of

boxes panel boards etc. including cutting bending drilling welding riveting etc. and

painting with one coat of red lead paint and 2 coats of enamel paint.

2117.00 Sq.m. 48691.00

1121 2.00 Supplying and erecting HT CT multifunction DLMS compliance of accuracy of

class 0.5 3x63.5V50 Hz with optical & RS 232 port backlit LCD measures kWh

kVAh V I kW 6 months history of energy load survey & displays trivector energy

load survey TOD tamper detection & logging power ON /OFF events instantaneous

parameters of rating 1/5 A with display in absence of power complete with zero

adjustment & test certificate from manufacturer erected on provided M.S. box.

10398.00 Each 20796.00

1122 1.00 Supplying erecting testing commissioning 11 KV HT metering cubical (compact

type) approved by MSEDCL/licensee fabricated with 2 mm (14 SWG) M.S. sheets

with supporting angle and channel painted with powder coating / epoxy paint of

required shade copper bus bar size 25x6 mm electronic security lock and heavy

duty mechanical lock with counter meter for measuring no of times the opening of

doors top side cover (CTPT cover) interlock with meter doors epoxy coated 3 nos

CT having required ratio between 75/5 A to 100/5 A VA10class0.2S

11000/V3/110/V3 VA 50 class 0.2 epoxy terminal block suitable for provided

trivector meter and provision for incoming and outgoing cables etc. complete duly

tested by licensee with necessary test certificates and erected on provided plinth/ cc

foundation

137119.00 Each 137119.00

1123 1.00 Supplying installation testing and commissioning 3 phase 11/0.433 kV 50 Hz. 630

kVA indoor type vaccum cast coil (VCC) dry type cast resin transformer copper

wound Dyn11 vector groupdelta/star connection with additional neutral brought

out on load side for indoor use continuous duty average temp rise of winding (at

principal tap) 115°C at ambient temp max 50°C & min -5°C at full load rating with

Tapping (with off circuit tap links type tap changer) for off load +5 to - 5% @ 2.5%

in +2/-2 steps HV variation class of insulation H/H method of cooling AN no load

loss at rated voltage & frequency (+15% IS Tol) 1.60 kW full load loss at rated

current 5.00 kW with 98.96 % efficiency at full load & 99.10 % at 1/2 full foad


no. SS- TR.

989831.00 Each 989831.00

100

with 75 kV peak full wave lightning impulse withstand voltage with complete

enclosure having IP 21 degree of protection cable box arrangement at HV side &

busduct at LV side with rating & diagram plate base channel earthling terminals &

WTI scanner with 3 PT-100 sensors etc. standard accessories complete with test

certificate (as per IS:11171 & IS 2026 ) with necessary permissions of Electrical

Inspector

1124 1.00 Supplying installation testing and commissioning 3 phase 11/0.433 kV 50 Hz. 1000

kVA indoor type vaccum cast coil (VCC) dry type cast resin transformer copper

wound Dyn11 vector group delta/star connection with additional neutral brought

out on load side for indoor use continuous duty average temp rise of winding (at

Principal Tap) 115°C at ambient temp max 50°C & min -5°C at full load rating

with tapping (with off circuit tap links type tap changer) for off load +5 to - 5% @

2.5% in +2/-2 steps HV variation class of insulation H/H method of cooling AN no

load loss at rated voltage & frequency (+15% IS Tol) 2.20 KW full load loss at

rated current 9.25 kW with 98.87 % efficiency at full load & 99.11 % at 1/2 full

load with 75 kV peak full wave lightning impulse withstand voltage with complete

enclosure having IP 21 Degree of protection cable box arrangement at HV side &

bus duct at LV side with rating & diagram plate base channel earthling terminals &

WTI scanner with 3 PT-100 sensors etc. standard accessories complete with test

certificate (as per IS:11171 & IS 2026) with necessary permissions of Electrical

Inspector


no. SS- TR.

1256296.00 Each 1256296.00

1125 250.00 Supplying erecting & terminating 3 x 185 sq. mm. aluminium 11 kV(E) XLPE

armoured cable on wall/ceiling or laid in provided

trench / pipe in an approved manner


no. CBHT

1700.00 m 425000.00

1126 250.00 Supplying erecting & terminating 3 x 240 sq. mm. aluminium 11 kV(E) XLPE

armoured cable on wall/ceiling or laid in provided

trench / pipe in an approved manner


no. CBHT

2022.00 m 505500.00

1127 4.00 Providing and erecting Heat shrinkable indoor termination kit for 11 kV ( E )

XLPE HT cable 3x240 to 300 sq. mm. with necessary material


no. CB-JT/HT

9578.00 Each 38312.00

1128 4.00 Providing and erecting Heat shrinkable indoor termination kit for 11 kV ( E )

XLPE HT cable 3x120 to 185 sq. mm. with necessary material


no. CB-JT/HT

8894.00 Each 35576.00

1129 1.00 Supplying operating rod suitable for 11/22 kV supply with clamps for removing

drop out fuses at 6 meters length 4 pieces each withrain shade with hand grip

3534.00 Each 3534.00

101

including earthling chain 1.5 m complete.(Light duty)

1130 2.00 Providing printed instruction chart for treating persons suffering from electric

shock printed in English & Marathi and duly

laminated complete.

115.00 Each 230.00

1131 2.00 Providing pair of duly tested rubber hand gloves as per IS :47705 suitable for

working upto 22 kV supply complete.

560.00 Each 1120.00

1132 8.00 Providing Round bottom fire bucket of 9 Litres capacity as per IS :2546 made out

of 24 gauge G.I. sheet with extra handle at bottom

duly painted white inside and red outside with FIRE Mark on provided stand/ wall

hook complete.

430.00 Each 3440.00

1133 2.00 Providing Floor mounting stand for keeping 4 Nos. of FIRE buckets 1500mm in

length 900mm in height frame made out of

30x30x4 mm angle iron with cross supports for legs welded with 4 hooks and duly

painted with one coat of red lead and two coats of

silver paint complete.

3344.00 Each 6688.00

1134 2.00 Supplying standard first aid box with necessary antiseptic cream medicine for use

on wounds due burn crepe bandage gauge bandage

medicated ready to use bandage (Band-Aid) adhesive tape for medicinal use

scissors anti-septic solution etc. (All above contents shall be of standard makes)

696.00 Each 1392.00

1135 5.00 Supplying shock proof leather safety shoes of electrical grade of standard size as IS

:11226 14544 duly tested with necessary test certificate from manufacturer.

1640.00 Per pair 8200.00

1136 6.00 Supplying & erecting Carbon Dioxide (CO2) fire extinguisher of 4.5 kg. capacity

cartridge type conform to IS 2878 /15683 complete erected with necessary clamp

made from 50 x 6 mm. M. S.flat with nut & bolts grouted in wall complete.

8556.00 Each 51336.00

1137 20.00 Supplying and erecting ABC powder type fire extinguisher as per IS : 13849/15683

of 1 kg capacity with necessary clamp for erectionon wall.

2107.00 Each 42140.00

DG SET INVERTER & UPS

1138 1.00 Supplying erecting and commissioning of diesel generating set with alternator of

750 kVA output continuous rating 3 phase 415 V 50c/s 0.8 p. f. A.C a totally

enclosed air cooled / liquid cooled multi-cylinder diesel engine developing suitable

BHP at 1500 rpm with 10% overload for 1 hour in 12 hours along with standard

accessories self-excited self-regulated screen protected alternator with static

excitation system running at 1500 RPM as per IS 4722- 2001 with voltage


no. GEN-DG

5454286.00 Each 5454286.00

102

regulation +/- 5 %. Both the engine and alternator direct coupled on a common

fabricated steel base frame and mounted on anti-vibrating pads with standard

control panel comprising of meters switchgears indicators connected with suitable

wires/cables the complete set enclosed in composite acoustic enclosure as fully

assembled integral unit made of 16 SWG CRCA Sheet sound absorbing material to

restrict sound level upto 75 dB at 1.0 m provided with first filling of oil diesel etc.

and obtaining necessary approval from Electrical Inspector

1139 1.00 Supplying erecting testing and commissioning of Microprocessor based AMF panel

suitable for diesel generating set of above 500 kVA upto 750 kVA capacity

Single/Three phase 230/415 Volts 50Hz A.C. with all standard features safeties etc


no. GEN-AMF.

519446.00 Each 519446.00

1140 5.00 Carrying out servicing of DG set from 500 kVA to 750 kVA with/without AMF

panel of any make to ensure smooth running of DG set for 30 mins on load.

Checking for abnormal sound and leakages carry out visual inspection of all

moving parts oil levels oil filters fuel filters air filters and clean them properly

rectify the minor leakages if any. Inspect alternator stator and rotor for normal

speed & proper frequency examine battery charging with monitoring system and

recording voltages checking battery cells gravity and topping up with distilled

water checking V belts with necessary adjustment checking and retightening of nut

bolts including coupling bolts of engine and alternator checking & cleaning of

radiator and leakage testing checking of radiator & fuel supply hose pipes checking

of AVR excitation diodes its connections confirming proper output voltage.

checking & resetting of valve tappets Cleaning of DG set internally using blower

cleaning radiator and Submit the servicing report to engineer in charge. (Non

Comprehensive)


no. GEN-SER-AMC

4255.00 Job 21275.00

1141 2.00 Supplying installing testing and commissioning of 1400 VA to 1600 VA Digital

pure sine wave inverter based on Insulated Gate Bipolar Transistor (IGBT)

technology single phase 230V50 Hz complete (Without batteries)


no. AP-INV

11473.00 Each 22946.00

1142 1.00 Supplying & erecting on line UPS pure sine wave of 5 kVA capacity complete with

standard features along with necessary SMF batteries for 30 mins battery backup


no. AP-UPS

74052.00 Each 74052.00

LT PANEL'S

Main LT Panel


boxes panel boards etc. including cutting bending

2117.00 Sq.m. 201115.00

103

drilling welding riveting etc. and painting with one coat of red lead paint and 2

coats of enamel paint.

1144 1.00 Supplying and erecting air circuit breaker manually operated drawout type of

1600A rated at 50º C without deration 500V 3pole having short circuit rating 50 kA

(Ics=Icu=Icw for 1s)with standard accessories and thermal magnetic release on

provided ironframe


no. SW-SWR/ACB

140014.00 Each 140014.00

1145 3.00 Supplying and erecting air circuit breaker manually operated drawout type of

1250A rated at 50º C without deration 500V 3 pole having short circuit rating 50

kA (Ics=Icu=Icw for 1s) with standard accessories and thermal magnetic release on

provided iron frame


no.. SW-SWR/ACB

118777.00 Each 356331.00

1146 24.00 Supplying and erecting bus bar chamber triple pole with neutral with four

aluminium bars 500V 800A complete


no. CP-BB

10179.00 m 244296.00

1147 3.00 Providing & erecting 3 Pole MCCB of 600/630 A 415V capacity with short circuit

rating 36 kA (Ics=100% of Icu) adjustable thermal (overload) setting and fixed

magnetic setting with provided leads provision for installation of shunt/ UV/ trip

alarm contact and MCCB should have phase barriers both sides in provided

enclosure on iron /GI frame


no. SW-SWR/MCCB

21827.00 Each 65481.00

1148 5.00 Providing & erecting 3 Pole MCCB of 200A415V capacity with short circuit rating

25 kA (Ics=100% of Icu) adjustable thermal (overload) setting and fixed magnetic

setting with provided leads provision for installation of shunt/ UV/ trip alarm

contact and

MCCB should have phase barriers both sides in provided enclosure on iron /GI

frame


no. SW-SWR/MCCB

9009.00 Each 45045.00

1149 17.00 Providing & erecting 3 Pole MCCB upto 100A 415V with short circuit rating 25

kA (Ics=100% of Icu )adjustable thermal (overload) setting and fixed magnetic


contact and MCCB should have phase barriers both sides in provided enclosure on

iron /GI frame


no. SW-SWR/MCCB

4507.00 Each 76619.00





iron /GI frame.


no. SW-SWR/MCCB

12264.00 Each 36792.00

104

1151 1.00 Providing & erecting 3 Pole MCCB of 315/400A 415V capacity with short circuit

rating 36 kA (Ics=100% of Icu) adjustable thermal (overload) setting and fixed

magnetic setting with provided leads provision for installation of shunt/ UV/ trip

alarm contact and MCCB should have phase barriers both sides in provided

enclosure on iron /GI frame


no. SW-SWR/MCCB

16256.00 Each 16256.00

1152 15.00 Supplying erecting & marking TPN MCB 40A to 63A C- series in provided

distribution board


no. SW-SWR/MCB

1140.00 Each 17100.00

1153 2.00 Supplying and erecting LT CT multifunction DLMS compliance energy meter of

accuracy of class 0.5 3x240V50 Hz with optical & RS 232 port backlit LCD

measures & displays trivector energy load survey TOD tamper detection & logging

power ON /OFF events instantaneous parameters of rating 1/5 A with display in

absence of power complete with zero adjustment & test certificate from

manufacturer erected on provided M.S. box and connected to CTs.

7733.00 Each 15466.00

APFC PANEL

1154 1.00 Supplying and erecting 250 kVAr 3 phase 50 Hz. capacitor duty contactor with de-

latching mechanism microprocessor APFC controller with MPP / APP type

capacitor with 525 V and having minimum overcurrent capacity of 1.8 In peak

inrush current capacity 300 In and minimum life 150000 hours with consisting of

suitable steps of MPP / APP type capacitor units with detuned aluminium filter 7%

reactors with circuit breaker as main incomer and MCCB for each branch

protection


no CP-ED/APFC

598293.00 Each 598293.00

7TH & 8TH FLOOR BANQUET HALL PANEL





iron /GI frame


no. SW-SWR/MCCB

12264.00 Each 24528.00




2117.00 Sq.m. 74095.00




no.

CP-BB

5732.00 m 28660.00

105


distribution board


no. SW-SWR/MCB

1140.00 Each 38760.00

1159 2.00 Supplying and erecting panel mounting type digital ammeter having three and half

digit LED display external CT operated calibrated for suitable to operate on 500V 0

to 1000A AC supply with necessary PVC wire leads and lugs and mounting

hardware on provided panel complete with calibration certificate from

manufacturer.

1276.00 Each 2552.00

1160 2.00 Supplying and erecting panel mounting type digital voltmeter having three and half

digit LED display calibrated for 0 to 750V AC suitable to operate on 500V AC

supply with necessary PVC wire leads and lugs and mounting hardware on

provided panel complete with calibration certificate from manufacturer.

1223.00 Each 2446.00







7733.00 Each 15466.00

1162 2.00 Supplying and erecting LT current transformer with bar primary 50/5 to 1000/5

ratio with 15 VA burden erected in provided CRCA box duly secured with

insulating materials connected to the meter with test certificates.

834.00 Each 1668.00

7TH & 8TH FLOOR BANQUET KITCHEN & DINNING HALL PANEL





iron /GI frame


no. SW-SWR/MCCB

9009.00 Each 18018.00




2117.00 Sq.m. 63510.00




no.

CP-BB

5732.00 m 28660.00

106


distribution board


no. SW-SWR/MCB

1140.00 Each 18240.00


distribution board


no. SW-SWR/MCB

890.00 Each 8900.00





manufacturer.

1276.00 Each 2552.00





1223.00 Each 2446.00







7733.00 Each 15466.00

1171 2.00 Supplying and erecting LT current transformer with bar primary 50/5 to 1000/5

ratio with 15 VA burden erected in provided CRCA box duly secured with

insulating materials connected to the meter with test certificates.

834.00 Each 1668.00

VTPN DB 8 WAY

1172 5.00 Supplying & erecting triple pole and neutral distribution board (TPNDB) with door

surface/ flush mounted suitable for 3 pole MCCB as incomer & outgoing SP MCB

(24 poles) or TP MCB of 8 ways (24 poles) on iron/ GI frame. (vertical busbar

type)


no. SW-

SWR/MCBDB2

6609.00 Each 33045.00





iron /GI frame


no. SW-SWR/MCCB

4507.00 Each 22535.00

107




no. CP-BB

5395.00 m 16185.00


distribution board


no. SW-SWR/MCB

1140.00 Each 34200.00


distribution board


no. SW-SWR/MCB

890.00 Each 8900.00





manufacturer.

1276.00 Each 6380.00





1223.00 Each 6115.00

VTPN DB 12 WAY


surface/ flush mounted suitable for 3 pole MCCB as incomer & outgoing SP MCB

(36 poles) or TP MCB of 12 ways (36 poles) on iron/ GI frame. (vertical busbar

type)


no. SW-

SWR/MCBDB2

8691.00 Each 17382.00





iron /GI frame


no. SW-SWR/MCCB

9009.00 Each 18018.00




no.

CP-BB

5732.00 m 5732.00


distribution board


no. SW-SWR/MCB

1140.00 Each 18240.00

108


distribution board


no. SW-SWR/MCB

890.00 Each 7120.00





manufacturer.

1276.00 Each 2552.00





1223.00 Each 2446.00

TPN DB 12 WAY (FOR LIGHTING EMG LIGHTING & POWER)


surface/ flush mounted SPMCB of 12 ways/phase (36 poles) on iron/ GI frame

(horizontal busbar type)


no. SW-

SWR/MCBDB

3983.00 Each 143388.00


distribution board


no. SW-SWR/MCB

1140.00 Each 41040.00




no.CP-BB

5126.00 m 76890.00

1189 648.00 Supplying erecting & marking SPMCB 6A to 32A C-series (for motor/power) in

provided distribution board


no. SW-SWR/MCB

153.00 Each 99144.00

1190 648.00 Supplying erecting & marking SPMCB 6A to 32A B- series (for lighting) in



no. SWSWR/

MCB

164.00 Each 106272.00

MCB ISOLATORS WITH ENCLOSURE

1191 30.00 Supplying erecting & marking SPMCB 6A to 32A C-series (for motor/power) in



no. SW-SWR/MCB

153.00 Each 4590.00

1192 15.00 Supplying erecting & marking TPMCB 6 A to 32A in provided distribution board as per specification

no. SW-SWR/MCB

653.00 Each 9795.00

1193 20.00 Supplying erecting & marking TPMCB 40A to 63A in provided distribution board as per specification

no. SW-SWR/MCB

926.00 Each 18520.00




no. SW-SWR/MCCB

4507.00 Each 22535.00

109



iron /GI frame

1195 3.00 Supplying erecting and marking triple pole isolators only switch version of

miniature circuit breaker of 40A with required wiring connections and lugs etc. in

provided distribution board complete.

518.00 Each 1554.00




582.00 Each 7566.00




661.00 Each 9915.00

1198 101.00 Supplying & erecting CRCA sheet metal one way enclosures suitable for DP MCB

/TP MCB /FP MCB erected on angle iron/GI frame complete.

339.00 Each 34239.00

INDUSTRIAL PLUG & SOCKETS

1199 35.00 Supplying & erecting original 1.25 mm CRCA sheet metal enclosures with 20A. 2

pin plug & earth socket and 20A. 3 pin plug top with 20A/30A single pole MCB

complete erected on angle iron/ GI frame.

700.00 Each 24500.00

CABLES & END TERMINATION

1200 500.00 Supplying erecting & terminating XLPE armoured cable 3½ core 300 sq. mm.

aluminium conductor with continuous 12.97 sq.mm. (8 SWG) G.I. earth wire

complete erected with glands & lugs on wall/ trusses/pole or laid in provided

trench/ pipe


no. CB-LT/AL

1390.00 m

695000.00

1201 240.00 Supplying erecting & terminating XLPE armoured cable 3½core 240 sq. mm.

aluminium conductor with continuous 12.97 sq. mm. (8 SWG) G.I. earth wire


trench/ pipe


no. CB-LT/AL

1164.00 m

279360.00

1202 385.00 Supplying erecting & terminating XLPE armoured cable 1100 V. 3½ core 185 sq.

mm. aluminium conductor with continuous 12.97 sq. mm. (8 SWG) G.I. earth wire


trench/ pipe


no. CB-LT/AL

929.00 m

357665.00

110




trench/ pipe


no. CB-LT/AL

759.00 m

273240.00




trench/ pipe


no. CB-LT/AL

640.00 m

128000.00




trench/ pipe


no. CB-LT/AL

420.00 m

184800.00




trench/ pipe


no. CB-LT/AL

323.00 m

544255.00




trench/ pipe


no. CB-LT/AL

206.00 m

223510.00

1208 3075.00 Supplying erecting & terminating XPLE armoured cable 4 core 16 sq. mm.



trench/ pipe


no.

CB-LT/AL

179.00 m

550425.00

1209 200.00 Supplying erecting & terminating XLPE armoured cable 4 core 6 sq. mm. copper

conductor continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected

with glands & lugs on wall/ trusses/ pole or laid in provided trench/ pipe


no.CB-LT/CU

336.00 m

67200.00

1210 140.00 Providing & erecting epoxy outdoor / indoor end termination kit for LT XLPE

armoured cable 2.5 to 16 sq. mm. cable with necessary material


no. CB-JT/LT

1844.00 Each

258160.00


armoured cable 25 to 50 sq. mm. cable with necessary material


no. CB-JT/LT

1979.00 Each

102908.00

111




no. CB-JT/LT

2163.00 Each

34608.00




no. CB-JT/LT

2400.00 Each

43200.00




no. CB-JT/LT

3026.00 Each

102884.00

CABLE TRAY

1215 550.00 Providing & erecting Hot dipped galvanized perforated type cable tray

manufactured from 16 swg (1.6 mm thick) GI sheet of 150 mm width & 75 mm

height complete with necessary coupler plates & hardware in approved anner.

483.00 m 265650.00



height complete with necessary coupler plates & hardware in approved manner.

560.00 m 84000.00




714.00 m 249900.00




1020.00 m 51000.00

POINT WIRING & SWITCH SOCKET

1219 2060.00 Secondary point wiring for additional light/ bell point concealed type in min 20 mm

PVC conduit with 1.5 sq.mm. (2+1E) FR/FRLSH grade copper wires with required

accessories


No: WG-PW/CW

162.00 Point 333720.00

1220 260.00 Point wiring for light/fan/bell in 20 mm ISI marked HMS PVC conduit with 1.5

sq.mm (2+1E) FRLSH grade copper wire with flush type switch and required

accessories.

as per

specification No:

WG-PW/SW

398.00 Point 103480.00

1221 120.00 Point wiring for independent plug in 20 mm ISI marked HMS PVC conduit with

1.5 sq.mm (2+1E) FRLSH grade copper wire flush type switch earthing and

required accessories


No: WG-PW/SW

451.00 Point 54120.00

1222 7000.00 Supplying & erecting mains with 2x2.5 sq.mm. and earth wire 1.5 sq.mm FRLSH

PVC copper wire in HMS PVC conduit min. 20mm dia.


No: WG-MA/PC.

128.00 m 896000.00

112

1223 1000.00 Supplying & erecting mains with 2x4 sq.mm. and earth wire 2.5 sq.mm FR PVC

copper wire in HMS PVC conduit min. 20mm dia


No: WG-MA/PC.

148.00 m 148000.00

1224 161.00 Supplying and erecting ISI mark modular type switch 6A / 10A duly erected on

provided plate and box with wiring connections complete.

65.00 Each 10465.00

1225 140.00 Supplying and erecting ISI mark modular type switch 16A duly erected on

provided plate and box with wiring connections complete.

88.00 Each 12320.00

1226 120.00 Supplying and erecting ISI mark modular type 3 pin 6 / 16A multi socket with

safety shutter duly erected on provided plate and box with wiring connections

complete.

157.00 Each 18840.00

1227 800.00 Supplying & erecting HMS P.V.C. conduit 25 mm. dia. With necessary accessories

in wall/floor with chiselling appropriately


No: WG-MA/CC.

103.00 m 82400.00

1228 1200.00 Supplying & erecting H.M.S. P.V.C. conduit 20 mm. dia. With necessary

accessories in wall/floor with chiselling appropriately


No: WG-MA/CC.

93.00 m 111600.00

LIGHT FITTING FAN & ACCESSORIES

1229 1215.00 Supplying and erecting LED square / circular 16 to 20W down lighter having

pressure die-cast aluminium housing opal translucent cover mounting arrangement

with board for surface type or spring loaded mounting clips for flush type

complete.

1212.00 Each 1472580.00

1230 763.00 Supplying & erecting LED 20W tube light fitting (4 feet) with aluminium housing

heat sink integrated HF electronic driver complete.

878.00 Each 669914.00

1231 18.00 Supplying and erecting LED Flood light fitting of 200W including lamp with PF >

0.95class IP 65 and above Housing of pressure die cast aluminium alloy and heat

sink extruded aluminium complete


No FG-ODF/FLS-2

21469.00 Each 386442.00

1232 20.00 Supplying and erecting Gate/garden light fitting with 300mm dia. glass bowl

suitable for upto 12W LED lamp on provided pipe


No. FG-ODF/GLT

1016.00 Each 20320.00

1233 8.00 Supplying and erecting highbay LED fitting IP 65 with lamp 70W-80W PF >0.95

duly connected complete with accessories

as


FG-ODF/LED

9874.00 Each 78992.00

1234 50.00 Supplying and erecting LED street light fitting suitable for above75W - 90W lamp

including lamp with PF > 0.95 class IP 65 and above housing of pressure die cast

aluminium alloy and heat sink extruded aluminium complete


No. FGODF/

FLS2.

7115.00 Each 355750.00

113

1235 8.00 Supplying & erecting integral post top lantern fixtures (light house type) suitable

upto LED 18 W Lamp consisting of combination of spun aluminium canopy &

clear acrylic top cover cast aluminium pole cap on provided pole/ bracket

as per

specification no. FG-

ODF/PTL (NEW)

1766.00 Each 14128.00

1236 40.00 Supplying and erecting regular/ standard model ceiling fan of 1400mm. sweep

complete erected in position


no. FG-FN/CF

1895.00 Each 75800.00

1237 42.00 Supplying and erecting fresh air cum exhaust fan of light duty 250 V A.C. 50

cycles 300mm. 1400 RPM rust proof body & blades wire mesh duly erected in an

approved manner.

1268.00 Each 53256.00

1238 40.00 Supplying & fixing anchor type fastener fan hook with 2 nos. of 10 mm dia x 75

mm long with necessary materials for ceiling fan.

92.00 Each 3680.00

1239 40.00 Supplying and erecting electronic type step regulator for ceiling fan 600/ 900/

1200/ 1400 mm. sweep complete erected on provided switch board.

203.00 Each 8120.00

1240 40.00 Supplying and erecting ‘B’ grade G.I. pipe / M.S. pipe down rod duly painted for

fan complete erected with PVC three core flexible

cable 1 sq. mm copper PVC wire.

204.00 m 8160.00

1241 42.00 Providing recess in brick wall suitable for erection of exhaust fan up to 450mm.

sweep complete with grouting of nut bolts plastering and colour washing to match

the colour of the wall for the wall thickness of 225 mm.

327.00 Each 13734.00

EARTHING

1242 24.00 Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm with

funnel with a wire mesh for watering and brick masonry block C.l. cover complete

with all materials testing & recording the results


no. EA-EP

5110.00 Each 122640.00

1243 6.00 Providing earthing with copper earth plate size 60 x 60 x 0.315 cm with funnel with

a wire mesh for watering and brick masonry block C.l. cover with minimum 25 kg

Carbon based environment friendly back fill Ground Enhancing compound

complete with all materials testing & recording the results.


no ESE -LA

13926.00 Each 83556.00

1244 600.00 Supplying and erecting aluminium strip of required sizes used for earthing on wall

and/or any other purpose with necessary aluminium clamps fixed on wall painted

with bituminous paint in an approved manner with joints required.

As per specification

no EAEP.

338.00 Each 202800.00

1245 200.00 Supplying and erecting copper strip of required size used for earthing on wall

and/or any other purpose with necessary copper clamps fixed on wall painted with

bituminous paint in an approved manner with joints required.


no. EA-EP.

733.00 Each 146600.00

114

1246 350.00 Supplying and erecting GI strip of required size used for earthing on wall and/or

any other purpose with necessary GI clamps fixed on wall painted with bituminous

paint in an approved manner with joints required.


no EA-EP.

191.00 Each 66850.00

1247 250.00 Supplying and erecting Annealed bare copper wire of high purity of different sizes

used for earthing on wall with necessary copper clamps fixed on wall/cable/conduit

with screws in an approved manner.

700.00 Each 175000.00

FIRE ALARM SYSTEM

1248 4.00 Supplying installing testing and commissioning of 8 Zones Microprocessor based

conventional fire alarm control panel (FACP) with standard accessories complete


no. FF-FAAS/FACP

16632.00 Each 66528.00

1249 20.00 Supplying installing testing and commissioning heat detector complete on box as per specification

no. FF-FAS/HD

1521.00 Each 30420.00

1250 700.00 Supplying installing testing and commissioning optical type smoke detector

complete on box


no. FFFAS/ SD

1632.00 Each 1142400.00

1251 80.00 Supplying installing testing and commissioning manual call point (Pill box) with

break glass push button in metal enclosure complete


no. FF-FAAS/MCP

510.00 Each 40800.00

1252 48.00 Supplying installing testing and commissioning hooters with CRCA enclosure

complete.


no. FF-FAAS/HTR

596.00 Each 28608.00

1253 200.00 Supplying installing testing and commissioning remote response indicators

complete


no. FF-FAAS/RRI

191.00 Each 38200.00

1254 14000.00 Supplying installing testing and commissioning FR XLPE armoured cable 2 core

1.5 sq.mm. copper conductor complete erected on wall/ ceiling complete .


no. CBLT/CU

91.00 m 1274000.00

PA SYSTEM

1255 8.00 Supplying erecting testing and commissioning amplifier 120 W for public address

system suitable to operate on 230 Volts A.C. / 12 Volts D.C. supply complete


no. FFPA/

AFR

16298.00 Each 130384.00

1256 230.00 Supplying erecting testing and commissioning sound column 15 Watts complete as per specification

no. FF-PA/SOC

2475.00 Each 569250.00

1257 10.00 Supplying erecting testing and commissioning microphone complete as per specification

no. FF-PA/MIC

4725.00 Each 47250.00

1258 7.00 Supplying erecting testing and commissioning stand for

microphone complete.

1674.00 Each 11718.00

1259 3.00 Supplying erecting testing and commissioning table stand for microphone 1048.00 Each 3144.00

115

complete.

1260 1000.00 Supplying erecting testing and commissioning of 2 core shielded microphone cable

complete


no. FF-PA/MCC

128.00 m 128000.00

1261 7000.00 Supplying erecting testing and commissioning of 1.5 sq mm speaker wire complete. 61.00 m 427000.00

TELEPHONE & NETWORKING

1262 1500.00 Supplying & erecting telephone copper cable 4 pair with 0.5 mm dia. laid in

provided PVC casing capping / conduit

as perspecification

No. WG-TW

32.00 m 48000.00

1263 250.00 Supplying & erecting jelly filled armoured telephone copper cable 10 pair with 0.5

mm dia. laid in provided trench

as per

specification No.

WG-TW

132.00 m 33000.00

1264 200.00 Supplying & erecting jelly filled armoured telephone copper cable 50 pair with 0.5

mm dia. laid in provided trench

as per

specification No.

WG-TW

381.00 m 76200.00

1265 1.00 Supplying erecting & commissioning Main Distribution Frame (MDF) Box 50x50

pairs


No. WG-TW

1935.00 Each 1935.00

1266 6.00 Supplying erecting & commissioning junction box suitable for 10 pairs as per specification

No. WG-TW

617.00 Each 3702.00

1267 8.00 Supplying erecting & commissioning 10 pair module for connection &

disconnection of telephone cable

as per

specification No.

WG-TW

327.00 Each 2616.00

1268 8.00 Supplying & erecting over voltage protection magazine suitable for 10 pair


No. WG-TW

341.00 Each 2728.00

1269 80.00 Supplying and erecting ISI marked modular type telephone socket one gang with

safety shutter duly erected on provided plate and box with wiring connections

complete.

84.00 Each 6720.00

1270 1.00 Supplying & installing expansion cabinet for extension of digital hybrid EPABX to

expand system by 32 ports with programming and configuration of extensions and

direct lines with required accessories complete. Note:- 1) Add Rs. 31576 /= for

additional 16 extension card.

37786.00 Job 37786.00

1271 2000.00 Supplying & installing UTP networking cat-6 cable suitable for LAN / WAN

Computer net-working


No.WG-COC/NC

42.00 m 84000.00

116

1272 40.00 Supplying & installing UTP networking cat-6 cable with rodent proof jacket

suitable for LAN / WAN Computer net-working


No. WG-COC/NC

139.00 m 5560.00

1273 1.00 Supplying and fixing 24 port patch panel with tool-less keystone jacks in provided

U Rack complete


no. WG-NAS/PP

9977.00 Each 9977.00

1274 1.00 Supplying and fixing rack type 24 ports light guide interconnect unit with adapter

panel for termination of optical fibre cables on wall/ provided U rack complete.

as per

specification no.

WG-NAS/ LIU

4122.00 Each 4122.00

1275 1.00 Supplying and fixing power over ethernet adaptor to provide DC supply to Ethernet

devices


No. WGNAS/

PEA

3767.00 Each 3767.00

1276 1.00 Supplying and fixing SC/LC type Multimode Pigtails (OM3) for LIU to terminate

OFC in LIU


No. WGNAS/

LIU2

614.00 Each 614.00

1277 1.00 Supplying and fixing SC/LC type multimode duplex adapter to couple two

connectors between OFC & Fibre switch/Fibremodule


no. WG-NAS/MMA

493.00 Each 493.00

1278 2.00 Supplying and fixing 36 U rack for networking with necessary arrangement for

fixing required 16A/6A switches & plugs

for LAN network


No. WG-NAS/RAK

5294.00 Each 10588.00

1279 300.00 Supplying and erecting FR grade pvc armoured multimode armoured multimode

optical fibre cable with 6 fibres with core dia 50/125 Lm (OM3) suitable for 1 gbps

ethernet distance at 850 nm of wavelength on wall/ceiling or laid in provided

pipe/trench.


No. WG-COC/OFC

LSZH

189.00 m 56700.00

1280 1.00 Supplying and plugging FRLS duplex 3 meter length Fibre Patch cord LC-SC MM

(50) OM3 LSZH duplex complete .


No. WG-COC/FPC

2314.00 Each 2314.00

1281 3.00 Supplying fixing and configuring web smart power over ethernet switch of 24 ports

on provided rack or as directed


No. WG-NWC/ENS

45589.00 Each 136767.00

1282 1.00 Supplying fixing and configuring broadband ADSL router with all accessories on

provided rack or as directed


No. WG-

NWC/ADSL

4158.00 Each 4158.00

1283 40.00 Supplying and erecting ISI mark modular type computer jack RJ 45 with safety

shutter duly erected on provided plate and box

with wiring connections complete.

103.00 Each 4120.00

1284 20.00 Supplying and erecting ISI mark modular type T.V. socket single outlet duly 84.00 Each 1680.00

117

erected on provided plate and box withwiring connections complete.

1285 800.00 Supplying & installing co-axial copper cable low voltage grade RG-11


No. WG-TW

63.00 m 50400.00

VIDEO SURVEILLANCE SYSTEM

1286 20.00 1/3" Super HAD CCD color dome Camera with Integrated Varifocal Lens 3-9mm

as standard and Minimum Illumination 1.0 Lux F1.4 with 520 TV Lines

12500.00 Each 250000.00

1287 1.00 1/3" Super HAD CCD color dome Camera with Integrated FIXED Lens as

standard and Minimum Illumination 1.0 Lux F1.4 with MIN 500 TV Lines

RESOLUTION

7875.00 Each 7875.00

1288 1.00 1/4" Day night PTZ Dome Camera with More than 480 TV lines Coloured &

B/W. Morethan 600 TV Lines 36 x Optical Zoom f=3.4 mm (wide) - 122.4 mm

(tele) F1.6-4.5 1.0 Lux (1/60s NTSC 1/50s PAL F1.4) 0.01 Lux (1/4s NTSC 1/3s

PAL ICR-ON)

35000.00 Each 35000.00

1289 2.00 Outdoor PTZ Camera: 26x optical zoom range + 12x Digital zoom with Day/Night

outdoor Auto iris dome camera provides DVD-like quality MPEG-4 video at up to

25 99 presets PAL Outdoor Pendant Pole Mount 230VAC 50 Hz clear bubblePAN

of 360 deg contin

55000.00 Each 110000.00

1290 1.00 Multi Channel Power supply unit for the above Cameras. 7500.00 Each 7500.00

1291 1.00 16 Channel Digital video recorder with resolution and TCP/IP compatibility equi

to Honeywell cat ref .HDDVR1016

150000.00 Each 150000.00

1292 1.00 Video Storage Device ( SATA Hard Disc) 2 TB 1.5 TB Hard Disk Storage for 30

days backup by 6 FPS at 2CIF resolution and TCP/IP compatibility.

150000.00 Each 150000.00

1293 1.00 Client Workstation PC 35000.00 Each 35000.00

1294 1.00 SOFTWARE FOR CENTRALISED VIEWING OIF DVR 80000.00 Each 80000.00

1295 1.00 Supply Installation Testing & Commissioning of 22" TFT Color Monitors 6000.00 Each 6000.00

1296 2.00 GI 32/40mm Pipe to mount Outdoor PTZ cameras on external wall 1000.00 Each 2000.00

1297 500.00 Supplying & installing co-axial copper cable low voltage grade

RG-11


No. WG-TW

63.00 m 31500.00

1298 1500.00 Supplying & installing UTP networking cat-6 cable suitable for

LAN / WAN Computer net-working


No.

WG-COC/NC

42.00 m 63000.00

118

EXCAVATION

1299 100.00 Making trench of suitable width and depth in soft soil for laying provided LT cable

up to and including 16 sq.mm complete


no. CW-EXN-CTR

138.00 m 13800.00

1300 2.00 Making transformer plinth (1.5 x 1.5 x 1.5) m in size with necessary excavation in

ground with 150 mm. thick M- 10 PCC at the bottom and top and 250 mm. thick

burnt brick wall constructed at periphery and remaining hollow portion shall be

filled with 40mm hard broken aggregate. External surface duly plastered by 12 mm

thick including watering etc complete.

12983.00 Each 25966.00

ROOF TOP ON GRID SOLAR SYSTEM

1301 1.00 Supplying installing testing and commissioning of 188 kWp capacity on grid solar

power pack with GI mounting structure and inter connecting wires / cables without

battery bank SPV modules and solar power conditioning unit of required capacity

complete with 5 years on site performance warrantee.

Specification no.

ESD-RTONG

9489856.00 Each

9489856.00

LIFT'S

1302 7.00 SITC of Electric Traction Passenger Lift with 1912434.00 Job

13387038.00

• Rated capacity :- 16 Passenger/1088Kg

• Floors :- G+1 floor (2Stops/2 Landings)

• Travel :- 3 to 4.2 Mtrs

• Location of Lift Machine:- MR/MRL

• Rated speed :- 1.0mps VS

• Doors type :- COPO/TOPO Doors with frame having clear

opening of 1000mm wide x 2000 mm high made from SS 304

grade sheet of 1.5mm thick in hairline finish for car and all

landing doors with SS door architraves/frames

• Lift car enclosure made from SS 304 grade sheet of 1.5mm thick

with hairline finish with frame made from MS girders bracing of

adequate size with minimum safety factor of 5 with Toe Guard

Apron with necessary false ceiling with adequate LED lights

blower/fan for ventilation & SS chequered plate flooring

handrails mirror emergency light etc.

119

• COP with SS face plate having metallic push buttons with Braille

Code & luminous indicator around button with FPI scrolling

UP/DN LED indicator & with/without attendant key switch

OWD with audio-visual alarm VAS in Marathi Hindi & English

with intercom system with telephone instrument in Lift car LMR

& FCC/ground floor

• Clear Car size of 2000 .mm wide x 2000 .mm deep x 2200 mm

high

• LOP with SS face plate having recess/surface push button box

for all landings with scrolling UP/DN LED indicator having

metallic push buttons with Braille Code & luminous indicator

around button with CPI Lift car arrival & next travel direction

audio-visual indication at all landings

• Lift controller based on microprocessor/ PLC with VVVF Drive

having closed loop control system with IBMS compatible having

necessary port control panel duly wired with proper size &

strength copper wire for power & control circuit with provision

for addition of floor/control card & allied accessories control

panel having enclosure of 1.5mm CRCA sheet with powder

coating with IP54 Protection class

• ARD complete with necessary SMF VRLA batteries

• Fireman controller having fireman switch at fire Landing

• CCTV surveillance system comprises of 2nos minimum 2.0MP

FHD IP based vandal proof Dome camera in lift car & in

LMR/inside lift shaft top aimed on Lift machinery & controller

with NVR kept in LMR/FCC with HDR data backup for 60

days with 18" FHD TV monitor to be kept in FCC/LMR as

directed by Engineer In Charge.

• Lift Machine of Gearless PMSM of suitable kW with Traction

pulley OSG electromagnetic brakes entire assembly mounted

on adequate size girders duly fixed on LMR floor/ shaft walls

complete with main/diverter traction sheaves suspension wire

120

ropes/belts of adequate size & strength

• Other mechanical parts such as 'T' section adequate size guide

rails for car & counter weight with brackets fasteners counter

weight frame with necessary blocks buffers with necessary

support arrangement MS pit ladder etc. erected with necessary

steel work

• Minor civil work for alteration if any and erection of door frames

and accessories erection buffers erection of lift machinery

adequate size core cuts if required & scaffolding for erecting

guide rails fixing of girders for mounting lift machine etc.

complete as per specification no. LFT..

• Lift shaft available having clear size of 2500 mm wide x

2200 mm deep 2000 mm Pit depth 2000 mm Overhead.

1303 28.00 For Lift having 1000mm wide x 2000mm high clear entrance in1.5mm thick SS

304 grade landing door [Two panel] this includes allnecessary accessories like

LOP's with UP/DN buttons-arrowsindicatorsextension of guide rails shaft wiring

with trunkingtravelling cables main hoisting ropes/belts & OSG rope landingdoors

with all accessories etc. necessary for the normal safefunctioning of lift installation

complete

168780.00 Floor 4725840.00

1304 9.00 For Lift having 1000mm wide x 2000mm high clear entrance in

1.5mm thick SS 304 grade landing door [Two panel] this includes all

necessary accessories like LOP's with UP/DN buttons-arrowsindicators

extension of guide rails shaft wiring with trunking

travelling cables main hoisting ropes/belts & OSG rope landing

doors with all accessories etc. necessary for the normal safe

functioning of lift installation complete

176372.00 Floor 1587348.00

GRAND TOTAL OF ELCTRICAL WORK =


58554035.00

121

Construction of Bus station with commercial complex , Indoor Sports Facilities and Olympic size Swimming pool on Plot no.196 and 196 A Sector 12 Vashi Navi

Mumbai

GRAND SUMMARY

Part Description of Work. Total Cost of Execution

I Cost of Civil Work = 982609570.29

II Cost of Civil Work (C.P.W.D. ITEMS) = 129837713.31

III Cost of Plumbing Work = 8406681.71

IV Cost of Fire Fighting Work = 22410686.00

V Cost of HVAC Work = 25227135.00

VI Cost of Swimming Pool Equipments Water Heating System & Filtration Work = 20275504.80

VII Cost of Electrical Work = 58554035.00

TOTAL COST OF PROJECT = (1+2+3+4+5+6) 1247321326.11

GST @ 12% on (Part I+III+IV+V+VI+VII) of Rs.134098034/- will be paid as per Government Gr.

Contractors Quoted percentage (+ / -) -

(In Words ----------------------------------------------------------------------------------------------------------------------------------------------------------------)

Quoted Amount Rs. –

(In Words ------------------------------------------------------------------------------------------------------------------------------------------------------------------)

Signature of Tenderer No. of corrections Signature of Executive Engineer(Vashi) Signature of Executive Engineer (Electrical Zone-1) Signature of City Engineer

123

DETAILED TENDER NOTICE TO CONTRACTOR

1.0 Sealed bids are invited by and on behalf of Commissioner Navi Mumbai Municipal Corporation from Eligible

bidders for the proposed Work specified in Schedule ‘A’.

2.0 ISSUE OF TENDER

2.1. Tender book will be made available at E-tendering cell Navi Mumbai Municipal CorporationCBD from

date of publication of Tender Notice on News paper to the Contractors for work of Tender Amount upto Rs.03

lacs & above amount tender book may buy from E- tendering website (www.nmmc.maharashtra.etenders.in) & www.nmmconline.com

2.2 For work of tender amount above Rs. 03 lacs above tender book will be issued online though E-tendering

Website (www.nmmc.maharashtra.etenders.in)& www.nmmconline.com to Contractor.

2.3 Price of Blank Tender form cost must be paid by online and Receipt of the same should be given to

NMMC with hard copy.

.

2.4 The Tender Document is not transferable. Only the Tenderer who has purchased the tender form shall be

entitled to bid in the Tender.

3.0 LANGUAGE OF TENDER / CONTRACT

The language of the Contract shall be English/Marathi and all correspondence drawings etc. shall confirm to the

English/Marathi language.

4 .0 PREBID CONFERENCE

A Prebid Conference of all the intending Tenderers will also be held at the scheduled date and time indicated in

Schedule ‘A’ of the tender. Intending Tenderers will be allowed to seek clarification and suggest suitable

modifications in specifications conditions of the Contract etc. The Corporation will communicate such changes

that are accepted by it to all the intending Tenderers who have purchased the Tender document from the

Corporation. Only such changes that are so communicated shall be binding on the Corporation and all the

Tenderers.

5 .0 VALIDITY OF BIDS

The bids will be valid for the period indicated in Schedule ‘A’

6.0 EARNEST MONEY

6.1 The Tenderer shall deposit the amounts indicated in the Tender Notice as Earnest Money Deposit (EMD). The

Earnest Money shall be deposited by online only demand draft / pay order will not be accepted. The failure or

omission to deposit the Earnest Money shall disqualify the Tender and the Corporation shall exclude from its

consideration such disqualified Tender(s). No interest shall be payable by the Corporation in respect of such

deposited Earnest Money.

Alternatively The Tenderer can also deposit a Fix EMD at NMMC office which will be credited to his

account.

The tenderer should refer user’s guide while depositing EMD though the e-tendering website

(www.nmmc.maharashtra.etenders.in) & www.nmmconline.com

7.0 FORFEITURE OF EMD

7.1 The Tenderer shall not revoke his Tender or vary its terms and conditions without the consent of the Corporation

during the validity period of Tender. If the Tenderer revokes the Tender or vary its terms or condition contrary

to his promise to abide by this condition the Earnest Money deposited by him shall stand forfeited to the

Corporation without prejudice to its other rights and remedies and the Tenderer shall be disentitled to submit a

tender to the Corporation for execution of any Work during the next 24 months effective from the date of such

revocation.

7.2 If Successful Tenderer does not pay the Security Deposit in the prescribed time limit or fails to sign the

agreement bond his Earnest Money Deposit will be forefited by the Corporation.

124

8.0 REFUND OF EARNEST MONEY

The Earnest Money of an unsuccessful Tenderers shall be refunded after the successful Contractor furnishes

required Initial Security Deposit to the Corporation and sign the agreement or within 30 days of the expiry of

validity period whichever is earlier.

9.0 COST OF TENDER

The Tenderer shall bear all costs associated with the preparation and submission of its Tender. The

Corporation shall in no case be responsible or liable for these costs regardless of the Conduct or the out come

of the Tendering process.

10.0 ELLIGIBLE TENDERERS

Only those Contractors fulfill the Eligibility criteria as mentioned in the Schedule ‘A’ of the tender notice are

eligible to submit their tender for this Work.

11.0 SPARE CAPACITY OF WORK FOR TENDERING

The Tenderers shall be eligible to submit the tender to the Corporation subject to the essential condition that the

price tendered by him together with the value of the outstanding Works under execution by him for the

Corporation or any other employer shall not be more than four times the value of the average annual turnover of

Works executed during the preceding three financial years ending 31st March.

12.0 RELATION SHIP WITH CORPORATOR(S)

Tenderer shall not be associated presently or in the past with any of the office bearer or Corporator of the Navi

Mumbai Municipal Corporation either directly or indirectly as specified in the section 10(f) (g) of Maharashtra

Mahanagar Palika Adhiniyam 1949. The Tenderer shall furnish an Affidavit on a Non-Judicial stamp paper of

Rs.100/- If any information so furnished shall be found to be untrue or false the tender shall be liable to be

disqualified and the Earnest Money accompanying such tender shall stand forfeited to the Corporation. If the

information so furnished shall be found to be untrue or false during the currency of the contract the Tenderer

shall be held to be in-default and the contract if any awarded to him shall be liable to be terminated with its

consequences.

13.0 TIME OF COMPLETION

The period of completion of Works is enumerated under Schedule ‘A’. The time of completion shall commence

from the date of placing the Work Order or date of handing over the site whichever is earlier. The completion

period is for all items of Work in all parts of Tender Documents.

14.0 SCHEDULE OF RATES AND QUANTITIES

14.1 The Tender has been drafted on the basis of pre-priced schedule of rates and quantities for different types of

items.

14.2 All the tender items are priced as mentioned in Schedule B of Tender.

14.3 The Contractors are expected to work out their own rates based on the detailed technical specifications drawings

& conditions and finally arrive at the cost of the Work in the appropriate places. The contractor shall insert

percentage cost over or below the Corporations cost to arrive at the contract value for the work in Schedule B. In

case of item rate rate should be mentioned infront of item in Schedule B.

14.4 In case of Lump Sum Contract Tenderer should insert his Lump Sum cost as contract value for the Work.

15.0 INSPECTION OF SITE AND SUFFICIENCY OF TENDER

15.1 The Contractor shall inspect and examine the site and its surrounding and shall satisfy himself before submitting

his Tender as to the nature of the ground and subsoil (so far as is practicable) the form and nature of the site the

quantities and nature of the Work and materials necessary for the completion of the Works and means of access

to the site the accommodation he may require and in general shall himself obtain all necessary information as to

risk contingencies and other circumstances which may influence or affect his Tender.

125

15.2 The Contractor shall be deemed to have satisfied himself before tendering as to the correctness and sufficiency

of his Tender for the Works and of the rates and prices quoted in the schedule of Works/items/ quantities or in

bill of quantities which rates and prices shall except as otherwise provided cover all his obligations under the

contract and all matters and things necessary for proper completion and maintenance of the Works.

15.3 No extra charges consequent on any misunderstanding or otherwise shall be allowed.

16.0 MANNER OF SUBMISSION OF TENDER

16.1 The Complete Tenders (Estimated amount below Rs. 03 lacs) in the manner specified in the following paragraph

will be received in any of the following offices / manner :

a) Inward-Outward SectionGround FloorNavi Mumbai Municipal CorporationCBD Head

Office.

b)By courier or by mail within specified time as indicated above.

The tenders estimated cost above Rs. 03 lacs should be submitted online at website

(www.nmmc.maharashtra.etenders.in) & www.nmmconline.com

16.2 Telex cable or facsimile offers will be rejected.

17.0 LAST DATE FOR SUBMISSION

17.1 Sealed Tender offers shall be received at the address specified above not later than the time and date specified in

the Schedule ‘A’ of the Tender .

17.2 In the event of the specified date for the submission of Tender offers being declared a holiday the offers will be

received up to the appointed time on the next working day

17.3 The Corporation may at its discretion extend this deadline for submission of offers by amending the Tender

Documents in which case all rights and obligations of the Corporation and Tenderer will thereafter be subject to

the deadline as extended.

17.4 Any Tender offer received by the Corporation after the deadline for submission of Tender offer prescribed by the

Corporation pursuant to the clause above will be rejected and / or returned unopened to the Tenderer.

18.0 MODIFICATION AND WITHDRAWAL OF OFFERS

The vendor may modify or withdraw his offer after its submission provided that written notice of the

modification or withdrawal is received by the Corporation prior to the closing date and time prescribed for

submission of offers. No offer can be modified by the vendor subsequent to the closing date and time for

submission of offers.

19.0 CONTENTS

19.1 Online & Offline Tenders are invited in two envelope system. The completed Tender shall be submitted in

sealed envelope superscribing the name of Work & C.A.No mentioned in the Tender notice.

19.2 Full name and address of the Tenderer shall be written in the bottom left corner of each envelope.

19.3 The envelope shall contain the following

Envelope No.1 (Technical Bid) :

This should contain all the documents mentioned below. This Envelope may contain other documents also such

as Technical bids drawings etc as mentioned in the Tender notice.

a) List of all the documents enclosed in the envelope.

b) The tender price receipt (where it is downloaded from the official website.)

c) Undertaking in ‘Annexure 2’ duly signed by a person holding a valid Power of Attorney.

d) Power of Attorney authorized the person to sign the Tender Document (see clause 20(e)).

e) The receipt of EMD (as per clause 6.0 above) or valid certificate of exemption issued by the City

Enginner of Navi Mumbai Municipal Corporation.

f) Attested copy of the valid registration certificate (as requested by the eligibility condition at Annexure

‘A’)

126

g) Up-to-date valid clearance Certificates for income tax Sales taxVAT Cess/LBT with NMMC.

h) Details of firms in Annexure 3.

i) The Tenderer shall furnish a statement showing the type and magnitude of work done with last 3 years as

per Annexure 4.

j) List of works in hand as on the date of submission of this tender.(Annexture-5)

k) List of works in tenderer as on the date of submission of the this tender (Annexure 6).

l) List of machinery and plant immediately available with the Tendere for use on his work and list of

machinery proposed to be utilized on this work but not immediately available and the manner in which it

is proposed to be procured in (Annexure 7).

m) Details of Technical personnels available with the contractor in (Anneexure 8).

n) Affidavit on a non-juditial Stamp paper of Rs.100/-

Envelope No.-2

For tender amount below Rs. 03 lacs (Financial bid) - This envelope shall contain the Complete set of Tender

Documents along with corrigendum addendum if any issued duly filled in and initial on each page and signed by

the Tenderer(s) at prescribed places of the Tender Documents including signature of witnesses. (un-conditional).

For tender amount above Rs. 03 lacs : e-submission only.

Covering Envelope

Both the envelopes I & II shall be put together in common sealed envelope subscribing on it name of Work

C.A.NO. Name and address of the Tenderer.

20.0 IMPORTANT POINTS TO BE NOTED BY THE TENDERER

a) On receipt of blank Tender form the Tenderer should ensure that no corrections or over writings or erasures

are left to be attested by the competent authority of the Corporation.

b) The price-bid shall be inclusive of all taxes Octroi Local taxes etc. to be paid by the Tenderer for the Work

and claim for extra payment on any such account shall not be entertained.

Any change that will be made in the Tender paper by the competent authority after issue of the Tender will

be intimated to the Tenderer in the form of Corrigendum/Addendum for incorporating the same in the

Tender before submitting the Tender.

c) Price-bid should be written both in words and figures in the Schedule ‘B’ at appropriate places.

d) No alterations and additions any where in the Tender Document are permitted. If any of these are found the

Tender may be summarily rejected. The Tenderer should get his doubts cleared during pre-Tender meeting

only if provided in the Tender. In case if no pre-bid meeting is to be held the Tenderer should seek

clarification or any doubt in writing 7 days before the last date for receipt of Tenders.

e) In case of firm each partner or power of attorney holder shall sign the Tender and the signatures shall be

attested as witness by a reputed person in the space provided for the purpose. The attested copies of power

of attorney of person signing the Tender shall be enclosed with the Tender. The power of attorney shall be

signed by all partners.

In case of private limited/public limited companies the power of attorney shall be supported by Board

resolutions and appropriate and adequate evidence in support of the same shall be given.

f) All pages and pasted slips should be signed by the Tenderer.

g) No page shall be added or removed from the set of Tender Document.

h) Tenderer shall be deemed to have studied the schedule of Works / Items / Quantities / Rates all plans

specifications terms and conditions shall inspect and examine the site and its surrounding and shall satisfy

himself before submitting his Tender as to the nature of the ground and subsoil (so far as is practicable) the

form and nature of the site nature of the Work and materials necessary for the completion of the Works and

means of access to the site the accommodation he may require and in general shall himself obtain all

necessary information as to risk contingencies obligations under the Contract and all matter and things

necessary for proper completion and maintenance of the Works. No extra charges consequent on any

misunderstanding. A declaration and an undertaking to this effect should be singed by the Tenderer in the

form attached at an Annexure - 2.

i) The Tenderer shall submit the Tender which satisfies each and every condition laid down in this Tender

notice failing which the Tender will be liable to be rejected conditional Tenders will be rejected.

21.0 CORRUPT OR FRAUDULENT PRACTICES

127

The Corporation requires that the bidders/suppliers/ Contractors under this Tender observe the highest

standards of ethics during the procurement and execution of such contracts. In pursuance of this policy the

Corporation defines for the purposes of this provision the terms set forth as follows:

a) “corrupt practice” means the offering giving receiving or soliciting of any thing of value to influence the

action of the public official in the procurement process or in contract execution; and

b) “fraudulent practice” means a misrepresentation of facts in order to influence a procurement process or a

execution of a contract to the detriment of the Corporation and includes collusive practice among bidders (prior to or

after bid submission) designed to establish bid prices at artificial non-competitive levels and to deprive the Corporation

of the benefits of the free and open competition;

The Corporation will reject a proposal for award if it determines that the Bidder recommended for award has

engaged in corrupt or fraudulent practices in competing for the contract in question; The Corporation will a firm

ineligible either indefinitely or for a stated period of time to be awarded a contract if it at any time determines

that the firm has engaged in corrupt and fraudulent practices in competing for or in executing a contract.

22.0 MANNER OF OPENING OF TENDER

For the work of Rs. 03 lakhs below The Tender received within the schedule time and date specified in the

Tender Notice will be opened as per the specified program in the office as mentioned in the Tender Notice (If

Possible). The tenders will be opened in the presence of Tenderers or their authorised representatives who choose

to remain present

For the Work of Rs. 03 lakhs above tender will be open online in the presence of Tender Committee and e-

tendering Administrator.

23.0 PROCESS TO BE CONFIDENTIAL

Information relating to the examination clarification evaluation and comparison of bids and the award of a

Contract shall not be disclosed to Bidders or any other person not officially concerned with such process until

the award to the successful Bidder has been announced.

24.0 PRELIMINARY SCRUTINY

The Corporation will scrutinize the offers to determine whether they are complete whether any errors have been

made whether required technical documentation have been furnished whether the documents have been properly

signed and whether the offers are generally in order.

Prior to the detailed evaluation the Corporation will determine the substantial responsiveness of each offer to the

Tender Documents. For purposes of these Clauses a substantially responsive bid is one that confirms to all the

terms and conditions of the Tender Documents without material deviations. The Corporation’s determination of

an offer’s responsiveness is to be based on the contents of the Tender offer itself without recourse to extrinsic

evidence.

A Tender offer determined as not substantially responsive will be rejected by the Corporation and may not

subsequently be made responsive by the Bidder by correction of the non-confirmity.

The Corporation may waive any minor infirmity or irregularity in a Tender offer which does not constitute a

material deviation. This shall be binding on all Tenderers and the Corporation reserves the right of such waivers.

25.0 CLARIFICATION OF OFFERS

To assist in the scrutiny evaluation and comparison of offers the Corporation may at its discretion ask some or all

vendors for technical clarification of their offer. The request for such clarifications and the response shall be in

writing. To speed up the Tender process the Corporation at its discretion may ask for any technical clarification

to be submitted by means of facsimile by the Tenderer. In such cases original copy of the document describing

the technical clarifications must be sent to the Corporation by means of courier / in person.

26.0 REJECTION OF TENDERS

128

The Tenders are liable to be rejected if the Tenderer

Does not submit price of Tender in the form of original cash receipt.

Does not submit EMD.

Does not submit Undertaking on Rs.100/- stamp paper. (Annexure-2)

Does not disclose the full names and address of all his partners in case of a Partnership Concern;

Does not submit the information as called for in Annexure ( 3 to 8)

Does not submit affidavit on Rs. 100/- Stamp Paper. (Annexure - 9)

Fails to initial corrections;

Fails to fill completely all the proformae provided in the Tender including proforma of submission of

Tender and percentage and amount columns in Schedule - `B';

Tries to contact the Corporation on any matter relating to its bid or tries to influence the Corporation in its

decision on bid evaluation bid comparison or Contract award from the time of the bid opening to the time of

contract is awarded.

Stipulates any condition in the Tender;

Stipulates the validity period less than what is stated in the form of Tender;

Does not quote rates inclusive of octroi duty and other terminal or Sales Tax or General taxes etc.

Does not sign every page of Tender with seal of company / firm;

27.0 SHORT – LISTING OF VENDORS

The Corporation will short-list technically qualifying vendors and commercial offers of only these vendors will

be opened at the date and time to be intimated.

28.0 OPENING OF COMMERCIAL OFFERS

The Corporation shall notify the date of opening of the commercial bids to all the Tenderers.

On such notified date the Envelope No. 2 will be opened and the rates in Schedule ‘B’ or percentage above /

below the Estimate shall then be read out.

29.0 ACCEPTANCE OF TENDER

29.1 Acceptance of Tender on behalf of the Corporation shall be done by an officer(s) to whom the powers are

delegated by the Municipal Commissioner.

29.2 The Corporation is not bound to accept the lowest or any Tender. The Corporation reserves the right to reject

any or all Tenders received without assigning any reason whatsoever.

30.0 INTIMATION TO SUCESSFUL TENDERERS

The acceptance of Tender may be communicated to the successful Tenderer in writing or otherwise either by the

Tender opening Authority or any Authority in the Corporation.

31.0 SECURITY DEPOSIT

The Contractor shall pay a Security Deposit equal to five percent of the contract sum as security for due

fulfillment of the contract unless otherwise stated in the Tender Documents

The mode of making this deposit is as under.

a) Initial or contract deposit.

129

A sum which along with the Earnest Money already paid amounts to three percent of the contract sum shall

be paid within 15 days after receipt of intimation in writing of acceptance of Tender. It is optional to the

Contractor to make the contract deposit in any one of the following ways :

i) Wholly in cash or.

ii) Wholly in form of National Saving Certificate pledged in favour of the Corporation or Bank Guarantees

/ Fixed deposit from Nationalized / Scheduled Banks in the enclosed format.

iii) Partly in cash and partly in form of National Saving Certificate pledged in favour of the Corporation or

Bank Guarantees / Fixed Deposit from Nationalized / Scheduled Banks in the enclosed format.

b) Retention Money :

The remaining amount of the Security Deposit i.e. 2% shall be recovered from the Contractor’s running bills

at the rate of five percent and such retention together with the contract deposit made as aforesaid shall not

exceed in the aggregate five percent of the contract sum after which such retention will cease.

c) All compensation or other sums of money payable by the Contractor under the terms of this contract or any

other account whatsoever may be deducted from or paid by the sale of a sufficient part of this Security

Deposit/retention money or from the interest arising therefrom or from any sums which may be due or may

become due to the Contractor by the Corporation on any account whatsoever and in the event of his Security

Deposit/retention money being reduced by reason of any such deduction or sale as aforesaid the Contractor

shall within 15 days of receipt of notice of demand from the City Engineer make good the deficit.

In the event of the said deposit having been made by the Contractor by delivery to the Corporation by the

Guarantee of the Bankers of the Contractor and of the Contractor under any of the provisions of this contract

becoming subject to or liable for any penalty for damages liquidated or unliquidated or of the said deposit

becoming forfeited or any breach or failure or determination of contract then and in such case the amount of

any such penalty or damages and the deposit so forfeited is not previously paid to the Municipal

Commissioner shall immediately on demand be paid by the said Bankers to Corporation and may be

forfeited by the Municipal Commissioner under and in terms of the said Guarantee.

32.0 EXECUTION OF CONTRACT DOCUMENT

The successful Tenderer after furnishing Initial Security Deposit is required to execute an Agreement in

duplicate in the form attached with the Tender Documents on a stamp paper of proper value. The proper value at

present is Rs. 100/-for Rs.10 Lacs & Rs.100/-for evry next 1Lakh.The agreement should be signed within a

month from the date of acceptance of the Tender. The Contract will be governed by the Contract agreement the

General Conditions of the Contract (G.C.C.) and the Special Conditions of the Contract and other documents as

specified in the G.C.C.

33.0 STAMP DUTY LIGAL AND STATURY CHARGES

It shall be incumbent on the successful Bidder to pay stamp duty for the Contract agreement as applicable on the

date of the execution.

34. LICENCES

The successful Tenderer should comply statutory instruction of contract labour & will be required to produce to

the satisfaction of the City Engineer a valid contract labour license issued in his favour under the provision of

the Contract Labour License (Regulation and Abolition) 1970 before starting the Work. On failure to do so the

acceptance of the Tender is liable to be withdrawn and also the Earnest Money is liable to be forfeited.

35.0 RIGHTS OF THE CORPORATION

The Corporation reserves the right to suitably increase/reduce the scope of Work put to this Tender. The right to

split up the Work in two or more parts is reserved by the Corporation and also the right to award the Work to

more than one agency is reserved.

36.0 INTERPRETATION OF THE CLAUSES IN THE TENDER DOCUMENT / CONTRACT DOCUMENT

In case of any ambiguity in the interpretation of any of the clauses in Tender Document or the Contract

Document interpretation of the clauses by the Corporation shall be final and binding on all parties.

37.0 NOTICE TO FORM PART OF CONTRACT

Notice of Tender and these instructions shall form part of the contract.

Annexure –1

130

FORM OF BANK GUARANTEE BOND

In Consideration Of The Navi Mumbai Municipal Corporation (Hereinafter Called ‘The NMMC’) Having

Agreed To Exempt _____________________________________ (Hereinafter Called “The Said Contractor(S)’) From

The Demand Under The Terms And Conditions Of An Agreement Dated _____________________________ Made

Between _____________________________________ And _______________________________ For

____________________________________ (Hereinafter Called “The Said Agreement Of Security Deposit For The Due

Fulfillment By The Said Contractor (S) Of The Terms And Conditions Contained In The Said Agreement On Production

Of A Bank Guarantee For Rs. ______________________________

(Rupees___________________________________________Only) We

_________________________________________ (Hereinafter Referred To As ‘The Bank’) At The Request

( Indicate The Name Of The Bank)

Of ______________________________ [( Contractor (S) Do Hereby Undertake To Pay The NMMC An Amount Not

Exceeding Rs. _____________________________ Against Any Loss Or Demand Caused To Or Suffered Or Would Be

Caused To Or Suffered By The NMMC By Reason Of Any Branch By The Said Contractor (S) Of Any Of The Terms

Or Conditions Contained In The Said Agreement.

2. We _____________________________________________ Do Hereby Undertake To Pay The

( Indicate The Name Of The Bank)

Amounts Due And Payable Under This Guarantee Without Any Demur Meerely On A Demand From The NMMC

Stating That The Amount Claimed Is Due By Way Of Loss Or Damage Caused To Or Would Be Caused To Or Suffered

By The NMMC By Reason Of Breach By The Said Contractor (S) Of Any Of The Terms Or Conditions Contained In

The Said Agreement Or By Reasons Of The Contractor (S) Failure To Perform The Said Agreement . Any Such Demand

Made On The Bank Shall Be Conclusive As Regards The Amount Due And Payable By The Bank Under This

Guarantee. However Our Liability Under This Guarantee Shall Be Restricted To An Amount Not Exceeding Rs.

...................

3. We Undertake To Pay To The NMMC Any Money So Demanded Not With Standing Any Dispute Or

Disputes Raised By The Contractor (S) / Supplier (S) In Any Suit Or Proceeding Pending Before Any Court Or Tribunal

Relating Thereto Our Liability Under This Present Being Absolute And Unequivocal.

The Payment So Made By Us Under This Bond Shall Be A Valid Discharge Of Our Liability For Payment There

Under And The Contractor (S) / Supplier (S) Shall Have No Claim Against Us For Making Such Payment.

4. We ____________________________ Further Agree That The Guarantee Herein

(Indicate The Name Of Bank)

Contained Shall Remain In Full Force And Effect During The Period That Would Be Taken For The Performance Of

The Said Agreement And That It Shall Continue To Be Enforceable Till All The Dues Of The NMMC Under Or By

Virtue Of The Said Agreement Have Been Fully Paid And Its Claims Satisfied Or Discharged Or Till The City Engineer

Of NMMC (Indicate The Name Of Administrative Department ) Certifies That The Terms And Conditions Of The Said

Agreement Have Been Fully And Properly Carried Out By The Said Contractor (S) And Accordingly Of The Said

Agreement Have Been Fully And Properly Carried Out By The Said Contractor (S) And Accordingly Discharges This

Guarantee. Unless A Demand Or Claim Under This Guarantee Is Made On Us In Writing On Or Before The

..................We Shall Be Discharged From All Liability Under This Guarantee Thereafter.

5. We ......................................................... Further Agree With The NMMC That


The NMMC Shall Have The Fullest Liberty Without Our Consent And Without Affecting In Any Manner Our

Obligations Hereunder To Vary Any Of The Terms And Conditions Of The Said Agreement Or To Extend Time To

Performance By The Said Contractor (S) From Time To Time Or To Postpone For Any Time Or From Time To Time

Any Of The Powers Exercisable By The NMMC Against The Said Contractor (S) And To Forbear Or Enforce Any Of

The Terms And Conditions Relating To The Said Agreement And We Shall Not Be Relieved From Our Liability By

Reason Of Any Such Variation Or Extension Being Granted To The Said Contractor (S) Or For Any Forbearance Act Or

Commission On The Part Of The NMMC Or Any Indulgence By The NMMC To The Said Contractor (S) Or By Any

Such Matter Or Thing Whatsoever Which Under The Law Relating To Sureties Would But For This Provision Have

Effect Of So Relieving Us.

6. This Guarantee Will Not Be Discharged Due To The Change In The Constitution Of The Bank Or The

Contractor (S) / Supplier (S).

7. We ......................................................... Lastly Undertake Not To Revoke This

( Indicate The Name Of Bank)

Guarantee During Its Currency Except With The Previous Consent Of The NMMC In Writing.

Dated The .............. Day Of ............20

For ...................................................


Annexure –2

131

UNDERTAKING (On A Rs. 100/- Stamp Paper)

The Information / Documents Submitted By Us Are True To Our Knowledge And If The Information /

Documents So Furnished Shall Be Found To Be Untrue Or False The Tender Shall Be Liable To Be

Disqualified And Our Earnest Money Accompanying Tender Will Be Forfeited.

Also I/We Aware That If The Information / Document Found To Be Untrue Or False During The

Currency Of Contract Our Contract Liable To Be Terminated.

.................................................... I / We Hereby Declare That I / We Have Made Myself / Ourselves Thoroughly

Conversant With The Sub-Soil Conditions Regarding All Materials (Such As Stone Murum Sand Etc.) And Labour

Of Which I / We Have Based My / Our Rates For This Work. The Specifications Conditions Bore Results And Lead

Of Materials On This Work Have Been Carefully Studied And Understood By Me / Us Before Submitting This

Tender. I / We Undertake To Use Only The Best Materials Approved By The City Engineer N.M.M.C. Or His Duly

Authorised Assistant Before Starting The Work And To Abide By His Decision.

I/ We Agree That The Amount Of Earnest Money Shall Not Bear Interest And Shall Be Liable To Be

Forfeited To The Corporation Should I/We Fail To (I) Abide By The Stipulation To Keep The Offer Open

For The Period Of 120 Days From The Date Fixed For Opening The Same And Thereafter Until It Is

Withdrawn By Me/ Us By Notice In Writing Duly Addressed To The Authority Opening The Tenders. (Ii)

Security Deposit As Specified In Schedule ‘A’ And Within The Time Limit Laid Down In 24 Of Detailed

Tender Notice. The Amount Of Earnest Money May Be Adjusted Towards The Security Deposit Or

Refunded To Me /Us If So Desired By Me/Us In Writing Unless The Same Or Any Part Thereof Has Been

Forfeit As Aforesaid.

Should This Tender Be Accepted I/ We Hereby Agree To Abide By And Fulfill All The Terms And

Provisions Of The Conditions Of Contract Annexed Hereto So Far As Applicable And In Default Thereof

To Forfeited And Pay To NMMC The Sums Of Money Mentioned In The Said Conditions.

Demand Draft No...............................Dated ...................... From The Nationalised/ Scheduled Bank

At........................................................... In Respect Of The Sum Of

*Rs................................................................... Is Herewith Forwarded Representing The Earnest Money

(A) The Full Value Of Which Is To Be Absolutely Forfeited To N.M.M.C. Should I/ We Not Deposit The

Full Amount Of Security Deposit Specified In The Detailed Tender Notice.

Tenderer ........................................................................................

Address .........................................................................................

.........................................................................................

Date The .............................. Day Of ......................... 20 Signature Of Tenderer

(Witness) ........................................................................................ Signature Of Witness

Address .........................................................................................

132

Annexure –3

Firm Details

1. Name Of Firm And Class Of Registration

With Validity Date & Value Of

Registration

2. Address For Communication & Telephone

No.

E - Mail

3. Details Of Proprietor/Partaners/Director

Name Address Qualification And Experience

4. Annual Turnover

Previous Financial Year (Y-1)

2nd


3rd


Certified Copy Of Audiated Balance Sheet

Profit / Loss Statement Attested

(Yes/No.)

5. Details Of Black Listed & Litigation

6. Remarks

Signature Of Proprietor Or Authorised Person Of The Firm

133

Annexure –4

Details Of Works Of Similar Type And Magnitude Carried Out By The Tenderer (Last 3 Years)

Name Of The Tenderer :

Sr.

No.

Name Of

Work

Type Of Work Name Of

Department &

Address

Cost Of

Work

Date Of

Starting

Stipulated

Date Of

Completion

Actual

Date Of

Completion

Remarks

1 2 3 4 5 6 7 8 9

1)

2)

3)

Note: - The Turnover Amount Should Be Certified And Audited By CA Of Firm And Separate Sheet Should Be Enclosed

134

Annexure –5

List Of Work In Hand As On The Date Of Submission Of This Tender

. No. Name Of Work Name Of Deptt. &

Adress

Work In Hand

Anticipated Date

Of Completion

Remark

Tender Cost Cost Of

Remaining Work

1. 2. 3. 4. 5. 6. 7.

135

Annexure –6

List Of Works Tendered As On The Date Of Submission Of This Tender

Sr. No. Name Of Work Name Of

Deptt. &

Adress

Works Tendered For

Remark

Estimated Cost Date When

Decisions

Expected

Stipulated Date Of

Period Of

Completion

1. 2. 3. 4. 5. 6. 7.

Note : 25% To 50% Estimated Amount Shall Be Consider Based On Stipulated Period Of Completion

136

Annexure –7

List Of Relevant Plant And Machinery.

Sr.

No.

Name Of Equipment No. Of Units Kind And

Make

Capacity Age &

Conditions

Present

Location

Remarks

1 2 3 4 5 6 7 8

A)

B)

Immediately Available

Proposed To Be Procured

For The Work.

137

Annexure – 8

Details Of Technical Personnel Available With The Contractor

Name Of The Tenderer :

Sr.

No.

Name Of Work Technical

Qualification

Whether Working

In Field Or In

Office

Experience Of

Execution Of

Similar Works

Period For Which

The Person Is

Working With

The Tenderer

Remarks

1 2 3 4 5 6

138

GENERAL CONDITIONS OF CONTRACT

PART - I

INTERPRETATIONS AND DEFINITIONS

1 Singular And

Plural .

Where The Context So Requires Words Import ing The

Singular Shal l Also Mean The Plural And Vice Versa.

2 . Gender Words Import ing The Mascul ine Gender Shal l Also

Include The Feminine Gender.

3 . Definit ions (a) ‘Corporat ion’ Shal l Mean Navi Mumbai

Municipal Corporat ion As Incorporated Under

The BPMC Act 1949.

(b) The ‘Municipal Commissioner’ Shal l Mean The

Municipal Commissioner Of The Corporat ion

For The Time Being Holding That Off ice And

Also His Successor And Shal l Include Any

Officer Authorized By Him.

(c) The ‘Engineer’ Shal l Mean The Ci ty Engineer

Appointed For The Time Being Or Any Other

Officer Or Officers Of The Corporat ion Who

May Be Authorized By The Commissioner To

Carry Out The Funct ions Of The Engineer .

(d) ‘Engineer’s Representat ive’ Shal l Mean

Execut ive Engineer/ Deputy Engineer/ Sect ional

Engineer /Junior Engineer Or Any Other

Municipal Employee Or Employees Appointed

From Time To Time By The ‘Engineer’ To

Perform The Dut ies Set Forth In Clause No.66

Hereof And Genera l ly To Assis t The Engineer

For The Purpose Of The Contract And Whose

Authori ty Shal l Be Not i f ied In Wri t ing To The

Contractor By The Engineer .

(e) The ‘Contract’ Shal l Mean The Tender And

Acceptance Thereof And The Formal Agreement

If Any Executed Between The Contractor And

The Corporat ion Together With The Documents

Referred To Therein Including These

Condi t ions And Appendices And Any Special

Condi t ions The Specif icat ions Designs

Drawings Price Schedules Bi l ls Of Quant i t ies

And Schedule Of Rates . Al l These Documents

Taken Together Shal l Be Deemed To Form One

Contract And Shal l Be Complementary To One

Another .

The Order Of Precedence In Case Of Discrepancies

Shal l Be As Under

1 . Contract Agreements .

2 . The Let ter Of Acceptance.

3 . Notice Invi t ing Tender & Inst ruct ions To

Tenderer .

4 . Special Condi t ions Of Contract .

5 . The General Condi t ions Of Contract .

6 . Schedule Of Rates & Quant i t ies .

7 . The Technical Speci f icat ions.

8 . The Drawings

9. Schedules & Annexures .

139

(f) The ‘Contractor’ Shal l Mean The Individual Or

Firm Or Company Whether Incorporated Or Not

Undertaking The Works And Shal l Include

Legal Representat ives Of Such Indiv idual Or

Persons Composing Such Firm Or

Unincorporated Company Or Successors Of

Such Firm Or Company As The Case May Be

And Permit ted Assigns Of Such Individual Or

Firm Or Company.

(g) ‘Contract Sum’ Means The Sum Named In The

Let ter Of Acceptance Including Physical

Cont ingencies Subject To Such Addi t ion

Thereto Or Deduct ion There-From As May Be

Made Under The Provis ions Hereinafter

Contained.

Note : The Contract Sum Shal l Include The Fol lowing

: -

1 . (A) In The Case Of Percentage Rate Contracts The

Est imated Value Of Works As Ment ioned In The

Tender Adjusted By The Contractor 's Percentage.

(B) In The Case Of Item Rate Contracts The Cost Of

The

Work Arrived At Af ter Extension Of The Quant i t ies

Shown In Schedule Of Items/ Quant i t ies By The

Item Rates Quoted By The Tenderer For Various

Items And Summation Of The Extended Cost Of

Each Item.

(C) In Case Of Lump Sum Contract The Sum For

Which Tender Is Accepted.

2 . Special Discount / Rebate/ Trade Discount Offered

By

The Tenderer If Any And Accepted By The

Corporat ion.

3 . Addi t ions Or Delet ions That Are Accepted After

Opening Of The Tenders.

4 . Physical Cont ingencies If Any An Accepted By The

Corporat ion.

(h) ‘Excepted Risks’ Are Risks Due To Riots

(Otherwise Than Among

Contractors’ Employees) And Civi l Commotion

( In So Far As Both These Are Uninsurable) War

(Whether Declared Or Not)

Invasion Act Of Foreign Enemies Host i l i t ies

Civi l War Rebel l ion Revolut ion Insurrect ion

Mil i tary Or Usurped Power Any Act Of

Government Damage From Aircraft Acts Of

God Such As Earthquake Lightning And

Unprecedented Floods And Other Causes Over

Which The Contractor Has No Control And

Accepted As Such By The Commissioner .

( i ) The ‘Si te’ Mean The Land And Other

Places More Specif ical ly Ment ioned In The

Special Condi t ions Of The Tender On Under In

Or Through Which The Works Or Temporary

140

Works Are To Be Executed And Any Other

Lands And Places Provided

By The Corporat ion For Working Space Or Any

Other Purpose As May Be Specif ical l y

Designated In The Contract As Forming Part Of

The Si te .

( j ) ‘Urgent Works’ Shal l Mean Any Measures

Which In The Opinion Of The Engineer Become

Necessary During The Progress Of The Work

To Obviate Any Risk Of Accident Or Fai lure Or

Which Become Necessary For Securi t y.

(k) The ‘Works’ Sha l l Mean The Tasks To Be Executed

In Accordance Wi th The Contract Or Par t (S)

Thereof As The Case May Be And Shal l Inc lude

Al l Extra Or Addi t iona l Al tered Or Subs t i tuted

Works As Requi red For Performance Of The

Cont rac t .

( l ) ‘Construct ion Plant’ Shal l Mean All Appl iances

Or Things Of Whatever Nature Required In Or

About The Execut ion Complet ion Or

Maintenance Of The Works Or Temporary

Works (As Here In After Defined) But Shal l

Not Include Materia ls Or Other Things Intended

To Form Or Forming Part Of The Works.

(m) ‘Temporary Works’ Shal l Mean All Temporary

Tasks Of Every Kind Required In Or About

Execut ion Complet ion Or Maintenance Of The

Work.

(n) ‘Drawing’ Shal l Mean The Drawings Referred

To In The Specif ica t ion And Any Modi ficat ion

Of Such Drawings Approved In Wri t ing By The

Engineer And Such Drawings As May From

Time To Time Be Furnished Or Approved In

Wri t ing By The Engineer .

(o) ‘Approved’ Shal l Mean Approved In Wri t ing

Including Subsequent Confirmat ion Of Previous

Verbal Approval And “Approval” Shal l Mean

Approval In Wri t ing Including As Aforesaid.

(p) ‘Specif icat ion’ Means The Speci f icat ion

Referred To In The Tender And Any

Modificat ion Thereof Or Addi t ion Or Deduct ion

Thereto As May From Time To Time Be

Furnished Or Approved In Wri t ing By The

Engineer .

(q) “Tender” Means The Contractor’s Priced Offer

To The Corporat ion For The Execut ion And

Complet ion Of The Works And The Remedying

Of Any Defects Therein In Accordance With

The Provis ion Of The Contract As Accepted By

The Let ter Of Acceptance.

( r) ‘Let ter Of Acceptance’ Means The Formal

Acceptance By The Corporat ion.

(s) ‘Commencement Date’ Means The Date Upon

Which The Contractor Receives The Not ice To

141

Commence The Work Issued By The Engineer

Pursuant To Clause 80.

( t ) ‘Time For Complet ion’ Means The Time For

Complet ing The Execut ion Of And Passing The

Tests On Complet ion Of The Works Or Any

Sect ion Or Part Thereof As Stated In The

Contract (Or As Extended Under Clause 83

Calculated From The Commencement Date.

(u) The ‘Annexure’ Referred To In These

Condi t ions Shal l Means The Relevant Annexure

Appended To The Tender Papers Issued By The

Corporat ion.

PART – II

INSTRUCTIONS TO CONTRACTOR 4. Scope Of

Work

The Work To Be Carried Out Under The Contract Shal l

Except As Otherwise Provided In These Condi t ions

Include All Labour Materials Tools Plant Equipment

And Transport Which May Be Required In

Preparat ion Of And For And In The Ful l And Ent i re

Execut ion And Complet ion Of The Works.

The Descript ions Given In The Schedule Of Works

/ Items / Quant i t ies And The Bi l ls Of Quant i t ies Shal l

Unless Otherwise Stated Be Held To Include Waste On

Materials Carr iage And Cartage Carrying In Return Of

Empties Hois t ing Set t ing Fi t t ing And Fix ing In

Posi t ion And All Other Labour Necessary In And For

The Ful l And Ent ire Execut ion And Complet ion As

Aforesaid In Accordance With Good Pract ice And

Recognized Principles .

5 . Corrupt Or

Fraudulent

Pract ices

The Corporat ion Requires That The Bidders/Suppl iers /

Contractors Under This Tender Observe The Highest

Standards Of Ethics During The Procurement And

Execut ion Of Such Contracts . In Pursuance Of This

Pol icy The Corpora t ion Defines For The Purposes Of

This Provis ion The Terms Set Forth As Fol lows:

A)“Corrupt Pract ice” Means The Offering Giving

Receiving Or Sol ic i t ing Of Any Thing Of Value To

Influence The Act ion Of The Publ ic Official In The

Procurement Process Or In Contract Execut ion; And

B)“Fraudulent Pract ice” Means A Misrepresentat ion Of

Facts In Order To Influence A Procurement Process Or

A Execut ion Of A Contract To The Detr iment Of The

Corporat ion And Includes Col lusive Pract ice Among

Bidders (Prior To Or After Bid Submission) Designed

To Establ ish Bid Prices At Art i f icial Non-Compet i t ive

Levels And To Deprive The Corporat ion Of The

Benefi ts Of The Free And Open Compet i t ion;

The Corporat ion Wil l Reject A Proposal For Award If

It Determines That The Bidder Recommended For

Award Has Engaged In Corrupt Or Fraudulent

Pract ices In Compet ing For The Contract In Quest ion;

The Corporat ion Wil l A Firm Inel igible Ei ther

Indefini tely Or For A Stated Period Of Time To Be

Awarded A Contract If It At Any Time Determines

That The Firm Has Engaged In Corrupt And Fraudulent

Pract ices In Compet ing For Or In Execut ing A

Contract .

142

6. Int imat ion To

Successful

Tenderers

The Acceptance Of Tender May Be Communicated To

The Successful Tenderer In Wri t ing Or Otherwise

Ei ther By The Tender Opening Authori ty Or Any

Authori ty In The Corporat ion.

7 . Securi ty

Deposi t

The Contractor Shal l Pay A Securi ty Deposi t Equal To

Five Percent Of The Contract Sum As Securi ty For

Due Fulf i l lment Of The Contract Unless Otherwise

Stated In The Tender Documents .

The Mode Of Making This Deposi t Is As Under.

Ini t ial Or Contract Deposi t

A Sum Which Along With The Earnest Money Al ready

Paid Amounts To Three Percent Of The Contract Sum

Shal l Be Paid Wi thin 15 Days After Receipt Of

Int imat ion In Wri t ing Of Acceptance Of Tender. It Is

Opt ional To The Contractor To Make The Contract

Deposi t In One Of The Other Of The Fol lowing Ways :

i ) Wholly In Cash Or.

i i ) Wholly In Form Of Nat ional Saving

Cert i f icate Pledged In Favour Of The

Corporat ion Or Bank Guarantees / Fixed

Deposi t From Nat ional ised / Scheduled Banks

In The Enclosed Format .

i i i ) Part ly In Cash And Part ly In Form Of

Nat ional Saving Cer t i f icate Pledged In Favour

Of The Corporat ion Or Bank Guarantees /

Fixed Deposi t From Nat ional ised / Scheduled

Banks In The Enclosed Format

Retention Money:

The Remaining Amount Of The Securi ty Deposi t I.E.

2% Shal l Be Recovered From The Contractor’s

Running Bi l ls At The Rate Of Five Percent And Such

Retent ion Together With The Contract Deposi t Made

As Aforesaid Shal l Not Exceed In The Aggregate Five

Percent Of The Contract Sum After Which Such

Retent ion Wil l Cease.

8 . Forfei ture Of

Securi ty

Deposi t

Al l Compensat ion Or Other Sums Of Money Payable

By The Contractor Under The Terms Of This Contract

Or Any Other Account Whatsoever May Be Deducted

From Or Paid By The Sale Of A Sufficient Part Of

This Securi ty Deposi t /Retent ion Money Or From The

Interest Aris ing There From Or From Any Sums Which

May Be Due Or May Become Due To The Contractor

By The Corporat ion On Any Account Whatsoever And

In The Event Of His Securi ty Deposi t /Retent ion Money

Being Reduced By Reason Of Any Such Deduct ion Or

Sale As Aforesaid The Contractor Shal l Within 15

Days Of Receipt Of Not ice Of Demand From The

Engineer Make Good The Defici t .

In The Event Of The Said Deposi t Having Been Made

By The Contractor By Del ivery To The Corporat ion

Of The Guarantee Of The Bankers Of The Contractor

And Of The Contrac tor Under Any Of The Provis ions

Of This Contract Becoming Subject To Or Liable For

Any Penal ty For Damages Liquidated Or Unl iquidated

Or Of The Said Deposi t Becoming Forfei ted Any

Breach Or Fai lure Or Determinat ion Of Contract Then

And In Such Case The Amount Of Any Such Penal ty

Or Damages And The Deposi t So Forfei ted Is Not

Previously Paid To The Municipal Commissioner

Shal l Immediately On Demand Be Paid By The Said

Bankers To And May Be Forfei ted By The Municipal

143

Commissioner Under And In Terms Of The Said

Guarantee.

9 . Execut ion Of

Contract

Document

The Successful Tenderer After Furnishing Ini t ial

Securi ty Deposi t Is Required To Execute An

Agreement In Dupl icate In The Form Attached With

The Tender Documents On A Stamp Paper Of Proper

Value. The Proper Value At Present Is Rs. 100/- . The

Agreement Should Be Signed Within One Month From

The Date Of Acceptance Of The Tender

10. Issue Of Work

Order Work Order Wil l Be Issued After Execut ion Of

Contract Document .

11. Contract

Documents

The Contractor Shal l Be Furnished Free Of Charge

Two Cert i f ied True Copies Of The Contract Documents

And All Further Drawings Which May Be Issued

During The Progress Of The Work. None Of These

Documents Shal l Be Used By The Cont ractor For Any

Purpose Other Than That Of This Contract .

12. Indemnity

Bond The Contractor Shal l Require To Execute An

Indemnity Bond For Sat isfactory Performance Of The

Ent i re Project On Stamp Paper Of Rs.100/- In The

Format As Per Annexure ‘D’. This Indemnity Bond

Shal l Remain In Force For Period Ment ioned In

Schedule ‘A’ As Defect Liabi l i ty Period After

Complet ion Of The Project .

13. Licences The Successful Tenderer Should Comply Statutory

Inst ruct ion Of Contract Labour & Will Be Required To

Produce To The Sat isfact ion Of The Engineer A Val id

Contract Labour Licence Issued In His Favour Under

The Provis ion Of The Contract Labour Licence

(Regulat ion And Abol i t ion) 1970 Before Start ing The

Work. On Fai lure To Do So The Acceptance Of The

Tender Is Liable To Be Withdrawn And Also The

Earnest Money Is Liable To Be Forfei ted.

14. Detai ls To Be

Confident ial

The Contractor Shal l Treat The Detai ls Of The

Contract As Private And Confident ial Save In So Far

As May Be Necessary For The Purposes Thereof And

Shal l Not Publ ish Or Disclose The Same Or Any

Part iculars Thereof In Any Trade Or Technical Paper

Or Elsewhere Without The Previous Consent In

Wri t ing Of The Engineer . If Any Dispute Arises As

To The Necessi t y Of Any Publ icat ion Or Disclosure

For The Purpose Of The Contract The Same Shal l Be

Referred To The Corporat ion Whose Determinat ion

Shal l Be Final .

15. Official

Secrecy The Contractor Shal l Whenever Required Take

Necessary Steps To Ensure That Al l Persons Employed

On Any Work In Connect ion With This Contract Have

Not iced That The India Official Secrets Act 1923 (XIX

Of 1923) Appl ies To Them And Shal l Cont inue To

Apply Even After Execut ion Of Such Work Under The

Contract .

16. Assignment The Contractor Shal l Not Assign Transfer Or Attempt

To Assign Transfer The Contract Or Any Part Thereof

Or Any Benefi t Or Interest Therein Or There Under

Otherwise Than By A Charge In Favour Of The

Contractor’s Bankers Of Any Money Due Or To

Become Due Under This Contract Without The Prior

Wri t ten Approval Of The Commissioner .

17. Sub-Let t ing The Contractor Shal l Not Sub-Let Or Attempt To Sub-

Let The Whole Of The Works.

Except Where Otherwise Provided By The Contract

The Contractor Shal l Not Sub-Let Any Part Of The

Works Without The Prior Wri t ten Approval Of The

144

Engineer Which Shal l Not Be Unreasonably With-Held

And Such Approval If Given Shal l Not Rel ieve The

Contractor From Any Liabi l i ty Or Obl igat ion Under

Defaul ts And Neglects Of Any Sub-Contractor His

Agents Servants Or Workmen As Ful ly As If They

Were The Acts Defaul ts Or Neglects Of The Contractor

His Agents Servants Or Workmen. Provided Always

That The Engagement Of Labour On A Piecework

Basis Or Labour With Material Not To Be Incorporated

In The Work Shal l Not Be Deemed To Be A Sub-

Let t ing Under This Clause.

The Contractor Shal l Be Responsible For Observance

By His Sub-Contrac tors Of The Foregoing Provis ions

18. Changes In

Const i tut ion Where The Cont ractor Is A Par tnership Firm

The Prior Approval In Wri t ing Of The Commissioner

Shal l Be Obtained Before Any Change Is Made In The

Const i tut ion Of The Firm. Where The Contractor Is An

Individual Or Hindu Undivided Family Business

Concern Such Approval As Aforesaid Shal l Likewise

Be Obtained Before The Contractor Enters Into Any

Partnership Agreement Where Under The Partnership

Firm Would Have The Right To Carry Out The Work

Hereby Undertaken By The Contractor . If Prior

Approval As Aforesaid Is Not Obtained The Contract

Shal l Be Deemed To Have Been Assigned In

Contravent ion Of The Clause No. 108 Hereof And The

Same Act ion May Be Taken And The Same

Consequences Shal l Ensure As Provided For In The

Said Condi t ion.

19. Power Of

Attorney

The Contractor Shal l Not Issue Any Kind Of Power Of

Attorney In Favour Of His Bankers For Rout ine

Payments To The Contractors Through Bank.

20. Contractors

Staff

The Contractor Shal l Employ In And About The

Execut ion Of Works Only Such Persons As Are Ski l led

And Are Experienced In Their Several Trades And The

Engineer Shal l Be At Liberty To Object To And

Require The Contractor To Remove From The Works

Any Person Employed By The Contractor In Or About

The Execut ion Of The Works Who In The Opinion Of

The Engineer Misconducts Himself Or Is Incompetent

Or Negl igent In The Proper Performance Of His Dut ies

And Such Person Shal l Not Be Again Employed Upon

The Works Without Permission Of The Engineer .

21. Contractors’

Supervis ion

The Contractor Shal l Himself Supervise The Execut ion

Of Works Or Shal l Appoint Competent Agent

Approved By The Engineer To Act In His Stead. If In

The Opinion Of The Engineer The Contractor Himself

Not Have Sufficient Knowledge And Experience To Be

Capable Of Receiving Inst ruct ions Or Cannot Give His

Ful l At tent ion To The Works The Contractor Shal l At

His Own Expense Employ As His Accredi ted Agent An

Engineer Or A Sui tably Qual i f ied And Experienced

Person Approved By The Engineer . The Name Of The

Agent So Appointed Along-With The Qual i f icat ions

Experience And Address Shal l Be Communicated To

The Engineer . The Agent Shal l Be A Responsible

Person Adequately Organisat ion By The Contractor To

Take Decis ion On Si te And To Spend Money If

Required For Procuring Material And Labour Etc.

To Carry Out Emergency Works In The Interest Of

The Work If So Required By The Engineer . Orders

Given To Contractor’s Agent Shal l Be Considered To

Have The Same Force As If These Had Been Given To

The Contractor Himself .

145

If The Contractor Fai ls To Appoint A Sui table Agent

As Directed By The Engineer The Engineer Shal l Have

Ful l Powers To Suspend The Execut ion Of The Works

Unt i l Such Date As A Sui table Agent Is Appointed

And The Contractor Shal l Be Held Responsible For

The Delay So Caused To The Works.

22. Employment

Of Labour

The Contractor Shall Employ The Labour In Sufficient Numbers To

Maintain The Required Rate Of Progress And Of Quality To Ensure

Workmanship Of The Degree Specified In The

Contract And To The Satisfaction Of The Engineer. The Contractor

Shall Not Employ In Connection With The Work Any Child Who

Has Not Completed His 15th

Year Of Age. He Shall Also Not

Employ An Adolescent Who Has Not Completed His 18th

Year

Unless He Is Certified Fit For Work As An Adult As Prescribed

Under Clause (B) Of Sub-Section (2) Of Section 69 Of The

Factories Act 1948.

The Contractor Shal l Make His Own Arrangement For

The Engagement Of All Labour Local Or Otherwise.

The Contractor Shal l Indemnify The Corporat ion Or

Any Agent Servant Or Employee Of Corporat ion For

Any Lapses On The Part Of Contractor On Account Of

Non-Compliance Of Above Referred Acts .

23. Compliance

With Labour

Regulat ion.

The Contractor Shal l Pay Fai r And Reasonable Wages

To The Workmen Employed By Him For The Contract

Undertaken By Him. In The Event Of Any Dispute

Aris ing Between The Contractor And His Workmen On

The Grounds That The Wages Paid Are Not Fair And

Reasonable The Dispute Shal l Be Referred Without

Delay To The Engineer Who Shal l Decide The Same.

The Decis ion Of The Engineer Shal l Be Conclusive

And Binding On The Contractor But Such Decis ion

Shal l Not In Any Way Affect The Condi t ions In The

Contract Regarding The Payment To Be Made By

Corporat ion At The Same Sanct ioned Tender Rates .

The Employees Of The Contractor And The Sub-

Contractor In No Case Shal l Be Treated As The

Employees Of The Corporat ion At Any Point Of Time.

SALIENT FEATURES OF SOME MAJOR LABOUR

LAWS APPLICABLE TO ESTABLISHMENTS

ENGAGED IN BUILDING AND OTHER

CONSTRUCTION WORK.

( i ) Workman Compensation Act 1923.

The Act Provides For Compensat ion In Case Of Injury

By Accident Aris ing Out Of And During The Course

Of Employment .

( i i ) Payment Of Gratui ty Act 1972 .

Gratui ty Is Payable To An Employee Under The Act

On Sat isfact ion Of Certain Condi t ions On Separat ion

If An Employee Has Completed 5 Years Service Or

More Or On Death At The Rate Of 15 Days Wages For

Every Completed Year Of Service. The Act Is

Appl icable To All Establ ishments Employing 10 Or

More Employees.

( I i i ) Employees PF And Miscel laneous Provis ion

Act 1952 .

The Act Provides For Monthly Contr ibut ions By The

Employer Plus Workers @ 10% Or 8.33% . The

146

Benefi ts Payable Under The Act Are

(a) Pension Or Family Pension On Ret i rement Or

Death As The Case May Be.

(b) Deposi t Linked Insurance On The Death In

Harness Of The Worker.

(c) Payment Of PF Accumulat ion On Reti rement /

Death Etc.

( iv) Maternity Benef i t Act 1951

Act Provides For Leave And Some Other Benefi ts To

Women Employees In Case Of Confinement Or

Miscarr iage Etc.

(v) Contract Labour (Regulation And

Aboli t ion) Act 1970 .

The Act Provides For Certain Welfare Measures To Be

Provided By The Contractor To Contract Labour And

In Case The Contrac tor Fai ls To Provide The Same Are

Required To Be Provided By The Principal Employer

By Law. The Principal Employer Is Required To Take

Cert i f icate Of Regis t rat ion And The Contractor Is

Required To Take A Licence From The Designated

Officer . The Act Is Appl icable To The Establ ishments

Or Contractor Of Principle Employer If They Employ

20 Or More Contrac t Labour.

(vi) Minimum Wages Act 1970

The Contractor Shal l See That The Provis ions Set For

Under The Minimum Wages Act And Contract

Regulat ion And Abol i t ion Act 1970 With The

Maharashtra Contract Labour(Regulat ion And

Abol i t ion) Rules 1971 As Amended From Time To

Time Are Ful ly Complied With By Him And Shal l

Maintain Necessary Regis ters And Records For

Payment Of Wages Overt ime Etc. Made To His

Workmen As Required By The Conci l iat ion Officer

(Central ) Minis t ry Of Labour Government Of India Or

Such Other Organisat ion Person Appointed By The

Central Or State Government .

(vi i ) Payment Of Wages Act 1936

It Lays Down As To By What Date The Wages Are To

Be Paid When It Wil l Be Paid And What Deduct ions

Can Be Made From The Wages Of The Workers .

(vi i i ) Equal Remuneration Act 1979.

The Act Provides For Payment Of Equal Wages For

Work Of Equal Nature To Male & Female Workers And

Not For Making Discriminat ion Against Female

Employees In The Matters Of Transfers Training And

Promotions Etc.

( ix) Payment Of Bonus Act 1965

The Act Is Appl icable To All Establ ishments

Employing 20 Or More Workmen. The Act Provides

For Payments Of Annual Bonus Subject To A Minimum

Of 8.33% Of Wages And Maximum Of 200% Of Wages

To Employees Drawing Rs. 3500/- P .M. Or Less . The

Bonus To Be Paid To Or Employees Get t ing Rs. 2500/-

147

P.M. Above Upto 3500/- P .M. Shal l Be Worked Out By

Taking Wages As Rs. 2500/- P .M. Only. The Act Does

Not Apply To Certain Establ ishments . The Newly Set

Up Establ ishments Are Exempted For Five Years In

Certain Circumstances . Some Of The State

Governments Have Reduced The Employment Size

From 20 To 10 For The Purpose Of Appl icabi l i ty Of

The Act .

(x) Industrial Disputes Act 1947

The Act Lays Down The Machinery And Procedure For

Resolut ion Of Indus tr ial Disputes In What Si tuat ions A

Str ike Or Lock-Out Becomes Il legal And What Are The

Requirements For Laying Off Or Retrenching The

Employees Or Closing Down The Establ ishment .

(xi) Industrial Employment (Standing Orders )

Act 1946

I t Is Appl icable To All Establ ishments Employing

1000 Or More Workmen (Employment Size Reduced

By Some Of The States And Central Government To

50). The Act Provides For Laying Down Rules

Governing The Condi t ions Of Employment By The

Employer Or Matters Provided In The Act And Get The

Same Cert i f ied By The Designated Authori ty.

(x i i ) Trade Unions Act 1926 The Act Lays Down The Procedure For Regis t rat ion Of

Trade Unions Of Workmen And Employers . The Trade

Unions Regis tered Under The Act Have Been Given

Certain Immunit ies From Civi l And Criminal

Liabi l i t ies .

(xi i i ) Child Labour (Prohibit ion And Regulation

) Act 1986.

The Act Prohibi ts Employment Of Chi ldren Below 14

Years Of Age In Certain Occupat ion And Processes

And Provides For Regulat ion Of Employment Of

Chi ldren In All Other Occupat ions And Processes .

Employment Of Chi ld Labour Is Prohibi ted In Bui lding

And Construct ion Industry.

(xiv) Inter-State Migrant Workmen’s (

Regulation Of Employment And Conditions Of

Service ) Act 1979.

The Act Is Appl icable To An Establ ishment Which

Employees 5 Or More Inter -State Migrant Workmen

Through An Intermediary ( Who Has Recrui ted

Workmen In One State For Employment In The

Establ ishment Si tuated In Another State ) . The Inter-

State Migrant Workmen In An Establ ishment To Which

This Act Becomes Appl icable Are Required To Be

Provided Certain Faci l i t ies Such As Housing Medical

Aid Travel ing Expenses From Home Upto The

Establ ishment And Back Etc.

(xv) The Building & Other Construction

Workers (Regulat ion Of Employment And

Conditions Of Service) Act 1996 And The Cess

Act Of 1996.

148

All The Establ ishments Who Carry On Any Bui lding

Or Other Construct ion Work And Employs 10 Or More

Workers Are Covered Under This Act . Al l Such

Establ ishments Are Required To Pay Cess At Rate Not

Exceeding 2% Of The Cost Of Construct ion As May Be

Not i f ied By The Government . The Employer Of The

Establ ishment Is Required To Provide Safety Measures

At The Bui lding Or Construct ion Work And Other

Welfare Measures Such As Canteens Fi rs t -Aid

Faci l i t ies Ambulance Housing Accommodat ion For

Workers Near The Workplace Etc. The Employer To

Whom The Act Appl ies Has To Obtain A Regis t rat ion

Cert i f icate From The Regis ter ing Off icer Appointed

By The Government .

24. Safety

Provis ions The Contractor Shal l At His Own Expense Arrange For

The Safety Provis ions Indicated In Annexure `A’ Or

As Required By The Engineer In Respect Of All

Labour Direct ly Or Indirect ly Employed For

Performance Of The Works And Shal l Provide All

Faci l i t ies In Connect ion Therewith. In Case The

Contractor Fai ls To Make Arrangements And Provide

Necessary Faci l i t ies As Aforesaid The Engineer Shal l

Be Ent i t led To Do So And Recover The Costs Thereof

From The Contractor .

25. Provis ion Of

Firs t -Aid Box The Contractor Shal l At His Own Cost Provide And

Maintain At The Si te Of Works A Standard Firs t Aid

Box As Directed And Approved By The Engineer For

The Use Of His Own As Well As The Corporat ion`S

Staff On Si te .

26. Apprent ices The Contractor Shall Comply With The Provision Of The

Apprentice Act 1961 And The Rules And Orders Issued There

Under From Time To Time. The Contractor Shall During The

Term Of This Agreement Maintain As A Part Of His

Organisation A System Of Apprenticeship For Training

Craftsmen As May Be Approved By The Engineer. The

Apprentices Are To Be Engaged And Trained In The Building

Craft/Trades. The Number Of Apprentices To Be Engaged Shall

Be Decided And Got Approved From The Office Of The Director

Of Technical Education And State Apprenticeship Advisor

Maharashtra State Dhobi Talao Bombay –400 001. Failure On

The Part Of The Contractor To Observe The Stipulation Of This

Conditions Shall Be Deemed To Be Failure To Employ A

Sufficient Number Of Proper And Efficient Workmen And All

The Rights And Remedies Of The Commissioner Therein

Provided Including The Power To Determine The Contract Shall

Be Applicable In Such Case. The Contractor Shall Also Be

Liable For Any Pecuniary Liability Arising On Account Of Any

Violation By Him Of The Provisions Of The Act.

27. Personnel . The Contractor Shal l Employ The Key Personnel

Named In The Schedule Of Key Personnel (Annexure

‘B’) Or Other Personnel Approved By The Engineer To

Carry Out The Funct ions. The Engineer Wil l Approve

Any Proposed Replacement Of Key Personnel Only If

Their Qual i f icat ions Abi l i t ies And Relevant

Experience Are Substant ial ly Equal To Or Bet ter Than

Those Of The Personnel Lis ted In The Schedule.

28. Temporary

Si te Office

For The

Engineer

(For Works

Cost ing Above

Rs. 50 Lacks

The Cont rac tor Sha l l At His Own Cost And To The

Sa t is fac t ion Of The Engineer Provide A Si te Off ice Of Not

Less Than 25 Sq. Mtr . With Brick Wall s Plaste r ing Ins ide

Rough Shahabad Floor ing And One Wri t ing Table Wi th Six

Chai rs And Large Size Stee l Cupboard . He Shal l Also

Make Necessary Arrangements For Dr inking Water And

Elect r i c Connect ion And Locking Arrangement .

Upon Comple t ion Of The Whole Work And Af ter Clear ing

149

Only) The Si te And Upon Expi ry Of Defec t Liabi l i ty Per iod The

Cont rac tor Shal l Remove The Si te Off ice And Take

Possess ion Of The Furni ture And Cupboards Provided By

Him In The Condi t ion It Was On The Date Of Rece iving

Back The Same.

29. Contractor’s

Office Near

Works

The Contractor Shal l Have An Office Near The Works

At Which Not ice From The Engineer May Be Served

And Shal l Between The Hours Of Sunri se And Sunset

On All Working Days Have A Clerk Or Some Other

Organisat ion Person Always Present At Such Office

Upon Whom Such Not ices May Be Served And Service

Of Any Notices Left With Such Clerk Or Other

Organisat ion Person Or At Such Office Shal l Be

Deemed Good Service Upon The Contractor .

30. Permission

For Erect ion

& Removal Of

Office On

Complet ion Of

Work

The Contractor Shal l Obtain Permission For Erect ion

Of Si te Office Cement Godown Store Etc. On Payment

Of Necessary Charges As Demanded By The Concerned

Authori t ies As Per The Prevai l ing Rules . The Cement

Godown Watchman Cabins Etc. Shal l Be Provided As

Directed And Shal l Be Removed By The Contractor On

Complet ion Of The Work At Their Cost .

31. Use Of

Municipal

Land

(A)The Contractor Shal l Not Be Permit ted To Enter On

(Other Than For Inspect ion Purposes) Or Take

Possession Of Si te Unt i l Inst ructed To Do So By The

Engineer In Wri t ing.

The Portion Of The Site To Be Occupied By The Contractor Shall

Be Defined And/Or Marked On The Site Plan Failing Which These

Shall Be Indicated By The Engineer. The Contractor Shall On No

Account Be Allowed To Extend His Operations Beyond These

Areas. The Use Of Such Portion Of The Site Shall Be Allowed Free

Of Any Lease Rent During Scheduled Time Period For The

Completion Of The Work. However At The Expiry Of The

Stipulated Period Of The Work As May Be Extended From Time To

Time Contractor Has To Pay Charges For These Facilities As Per

The Prevailing Rates Levied By The Corporation For Use Of Public

Utility Places.

The Contractor Will Be Allowed To Use The Land For The

Purpose Of Sheds Offices Thereon For Themselves And For The

Engineer And His Subordinates And Shall Remove The Same From

The Ground On The Completion Of The Works Or When Required

To Do So By The Engineer After Receiving 7 Days Notice. He Shall

Make Good Any Damage Which May Have Been Done And

Restore To Good Condition Any Thing Which May Have Been

Disturbed During The Period Of His Occupation.

He Shall Not Use Or Allow To Be Used Any Such Ground Sheds Or

Offices Or Any Portion Of The Site Of The Works For Any Other

Purpose Than The Carrying Out Of Works Under This Contract

Failing Which Charges Applicable Will Become Payable In The

Event Of There Being On Plot Or Ground Or Insufficiency Of

Ground Belonging To The Corporation Available For The Above

Purpose The Contractor Shall Provide Other Such Ground At His

Own Cost.

The Contractor Shall In Any Case Pay All Taxes Which May Have

To Be Paid In Respect Of All Ground Sheds Or Offices Used As

Above And All The License Fees Etc. That May Be Demanded For

The Storage Or Otherwise Of The Various Articles As Per Rules In

Force.

The Contractor Shall Provide If Necessary Or If Required On The

Site All Temporary Accesses Thereto And Shall Alter Adopt And

Maintain The Same As Required From Time To Time And Shall

Take Up And Clear Them Away As And When No Longer Required

And Make Good All Damage Done To The Site.

The Contractor Has Also Be Allowed At The Sole Discretion Of

150

The Corporation To Stack Material Required For Execution Of

Work In Corporation Land Out Of The Project Area On Payment Of

Necessary Charges As Per Corporation Rules For Use Of Roads

Public Utility Places.

32. Water Supply

For

Corporat ion

Work

The Water Wil l Not Be Suppl ied By The Corporat ion.

The Contractor Has To Make His Own Arrangements

For Supply Of Water . However On Avai labi l i ty Of

Water It Can Be Suppl ied At The Organisat ion

Corporat ion Rate And Terms And Condi t ions.

33.

Electr ic

Supply No Power Connect ion Shal l Be Provided. The

Contractor Shal l Make At His Own Cost His Own

Arrangement For Power Connect ion If Required.

34. Contractor To

Protect The

Work

The Contractor Shal l Make His Own Arrangements For

Protect ing The Work / Protect ion Ageis t Obstruct ions

From Any Anti -Social Elements By Taking At His /

Their Cost Pol ice Protect ion Or Such Other Legal

Methods Through Law Enforcing Authori t ies And That

The Corporat ion Shal l Not Be Liable To Compensate

The Contractor On This Account . The Corporat ion

Would Only Forward The Appl icat ion Of The

Contractor To The Pol ice Dept t . Without Any Liabi l i ty

Against The Corporat ion On This Account .

35. Fencing

Watching And

Light ing

The Contractor Shal l Provide And Maintain At His

Own Expense Al l Lights Guards Fencing And

Watching When And Where Necessary Or As Required

By The Engineer For The Protect ion Of The Safety

And Convenience Of Those Employed On The Works

Or The Publ ic . In The Event Of Fai lure On The Part Of

The Contractor The Engineer May With Or Without

Not ice To The Cont ractor Put Up A Fence Or Improve

A Fence Already Put Up Or Provide And/Or Improve

The Light ing Or Adopt Such Other Measures As He

May Deem Necessary And All The Cost Of Such

Procedures As May Be Adopted By The Engineer Shal l

Be Borne By The Contractor . In Addi t ion The Engineer

May Impose Such Fines Or Penal ty As The Engineer

May Deem Reasonable Under Clause No. 53.

36. Contractor’s

Liabi l i t ies

& Insurance

(Car Pol icy)

From Commencement To Complet ion Of The Works

The Contractor Shal l Take Ful l Responsibi l i ty For The

Care Thereof And For Taking Precaut ions To Prevent

Loss Or Damage And To Minimize The Loss Or

Damage To The Greatest Extent Possible And Shal l Be

Liable For Any Damage Or Loss That May Happen To

The Works Or Any Part Thereof.

The Pol icy So Obta ined Shal l Cover Ent i re Period Of

Construct ion ( Including All Extensions) And Also

Shal l Cover The Defects Liabi l i ty Per iod. The Pol icy

Shal l Be For The Total Contract Sum.

Before Commencing Execut ion Of The Work The

Contractors Shal l Without In Any Way Limit ing His

Obl igat ions And Responsibi l i t ies Under This

Condi t ion Insure Against Any Damage Loss Or Injury

Which May Occur To Any Property (Private

Government And/Or Corporat ion) Or To Any Person

( Including Any Employee Of The Corporat ion) By Or

Aris ing Out Of The Contract .

Al l Insurances (Car Pol icy) To Be Affected By The

Contractors And/Or His Sub-Contrac tors Shal l Be

Taken Out With Directorate Of Insurance

Maharashtra State Only. In Case However A Part icular

Aspect Is Not Covered Under The Pol icy To Be

151

Obtained From The Directorate Of Insurance

Maharashtra State The Contractor Wil l Be Allowed To

Have Such Insurance From Other Insurance Company

With The Prior Permission Of The Commissioner .

If The Contractor Has A Blanket Insurance Pol icy For

Al l His Works And The Pol icy Covers Al l The Items

To Be Insured Under This Condi t ion The Said Pol icy

Shal l Be Assigned By The Contractor In Favour Of

The Corporat ion; Provided However If Any Amount Is

Payable Under The Pol icy By The Insurers In Respect

Of Works Other Than The Works Under This Contract

The Same May Be Recovered By The Contractor

Direct ly From The Insurers . The Amount Of Claim To

The Extent Payment Made By Corporat ion Shal l Be

Direct ly Reimbursed To Corporat ion By Insurer .

PROVIDED Always That The Contractor Shal l Not

Be Ent i t led To Payment Under The Above Provis ions

In Respect Of Such Loss Or Damage As Have Been

Occasioned By Any Fai lure On His Part To Perform

His Obl igat ions Under The Contract Or Not Taking

Precaut ions To Prevent Loss Or Damage Or Minimize

The Amount Of Such Loss Or Damage.

Where A Corporat ion`S Bui lding Or Part Thereof Is

Rented By The Contractor Or Is Al lowed To Be Used

By Him He Shal l Insure The Ent i re Bui lding If The

Bui lding Or Any Part Thereof Is Used By Him For The

Purpose Of Storing Or Using Materials Of Combust ible

Nature As To Which The Decis ion Of The Engineer

Shal l Be Final And Binding.

The Contractor Shall Indemnify And Keep Indemnified The

Corporation Against All Losses And Claims For Injuries Or Damage

To Any Person Or Any Property Whatsoever Which May Arise Out

Of Or In Consequence Of The Construction And Maintenance Of

The Work And Against All Claims Demands Proceedings Damages

Costs Charges And Expenses Whatsoever In Respect Of Or In

Relation Thereto.

PROVIDED Always That Nothing Herein Contained Shall Be

Deemed To Render The Contractor Liable For Or In Respect Of Or

To The Corporation Against Any Compensation Or Damage Caused

By The Excepted Risks.

The Contractor Shall At All Times Indemnify The Corporation

Against All Claims Damages Or Compensation Under The

Provisions Of Payment Of Wages Act 1936 Minimum Wages

Act 1948 Employers Liability Act 1938 The Workmen’s

Compensation Act 1923 Industrial Dispute Act 1947 Indian

Factories Act 1948 And Maternity Benefit Act 1961 Or Any

Modifications Thereof And Rules Made There Under From Time To

Time Or As A Consequence Or Any Accident Or Injury To Any

Workman Or Other Persons In Or About The Works Whether In

The Employment Of The Contractor Or Not Save And Except

Where Such Accident Or Injury Have Resulted From Any Act Of

The Corporation Their Agents Or Servants And Also Against All

Cost Charges And Expenses Of Any Suit Action Or Proceedings

Arising Out Of Such Accident Or Injury And Against All Sum Or

Sums Which May With The Consent Of The Contractor Be Paid To

Compromise Or Compound Any Such Claim Without Limiting His

Obligations And Liabilities As Above Provided. The Contractor

Shall Insure Against All Claims Damages Or Compensation Payable

Under The Various Acts Mentioned Above Or Any Modifications

Thereof Or Any Other Law Relating Thereto.

The Aforesaid Insurance Policies Shall Provide That They Shall Not

152

Be Canceled Till The Commissioner Has Agreed To Their

Cancellations.

The Contractor Shall Prove To The Engineer From Time To Time

That He Has Taken Out All The Insurance Policies Referred To

Above And Has Paid The Necessary Premia For Keeping The

Policies Alive Till The Expiry Of The Defects Liability Period After

Completion Of Work For A Period Of Not Exceeding 12 Months As

Per Directives Of Directorate Of Insurance Maharashtra State.

The Contractor Shall Ensure That Similar Insurance Policies Are

Taken Out By His Sub Contractors(If Any) And Shall Be

Responsible For Any Claims Or Losses To The Corporation

Resulting From Their Failure To Obtain Adequate Insurance

Protection In Connection Thereof. The Contractor Shall Produce Or

Cause To Be Produced By His Sub-Contractor (If Any) As The Case

May Be The Relevant Policy Or Policies And Premium Receipts As

And When Required By The Engineer.

If The Contractor And/Or His Sub-Contractors ( If

Any) Shal l Fai l To Effect And Keep In Force The

Insurance Referred Above For Any Other Insurance

Which He/They May Require To Effect Under The

Terms Of Contract Then And In Any Such Case The

Commissioner May Without Being Bound To Effect

And Keep In Force Any Such Insurance And Pay

Premium Or Premia As May Be Necessary For That

Purpose And From Time To Time Deduct The Amount

So Paid By The Corporat ion Plus 20 Per Cent Of

Premium Or Premia Amount As Service Charges From

Any Money Due Or Which May Become Due To The

Contractor Or Recover The Same As Debt From The

Contractor .

37. Contractor To

Preserve

Peace

The Contractor Shal l At Al l Times During The

Progress Of The Work Take All Requis i te Precaut ion

And Use His Best Endeavors For Prevent ing Any

Riotous Or Unlawful Behavior By Or Amongst The

Workers And Other Employed On The Works And For

The Preservat ion Of Peace And Protect ion Of The

Inhabi tants And Securi ty Of Property In The

Neighborhood Of The Works. He Shal l Also Pay The

Charges Of Such Special Pol ice ( If Any) As The

Engineer May Deem Necessary.

38. Protect ion Of

Trees

Trees Designated By The Engineer Shal l Be Protected

From Damage During The Course Of The Work And

Earth Level Within One Metre Of Each Such

Tree Shal l Not Be Changed. Where Necessary Such

Trees Shal l Be Pro tected By Temporary Fencing. Al l

Such Cost Shal l Be Borne By The Contractor .

39. Maintenance

Of Under-

Ground Uti l i ty

Services

Al l The Underground Uti l i ty Services Such As Water

Pipes Gas Pipes Drains Sewers Cables Etc. Which May

Be Met Up In Or About Any Excavat ion Shal l If

The Engineer Deem It Pract icable Be Properly

Maintained And Protected By The Contractor Himself

Or Through Other Agency By Means Of Shoring

Strut t ing Planking Over Padding Or Otherwise As

Directed By The Engineer During The Progress Of The

Work Without Claiming Any Extra Charges . Any

Damage To These Underground Uti l i ty Services Shal l

Be Immediately Remedied By The Contractor Or By

Other Agency At His Own Cost Fai l ing Which The

Engineer May With Or Without Not ice Adopt Such

Measures As He May Deem Necessary At The Risk

And Cost Of The Contractor .

153

If On The Other Hand The Engineer Considers It

Impract icable For The Contractor To Maintain Any

Such Underground Uti l i ty Services And That The

Exigencies Of The Work Necessi tate The Breaking

Down Removal Or Divers ion Of The Said Uti l i ty

Services The Cost Of Such Breaking Down Removal

Or Divers ion Including That Of Rebui lding Replacing

Divert ing And Reinstat ing Of Any Such Uti l i ty

Services Shal l Be Paid To The Contrac tor If Done By

Him. However The Cost Of Providing Pumps Chutes

Or Other Appl iances As The Engineer May Direct For

The Rais ing Or Temporary Passage Of The Water Or

Sewage And The Cost Of Pumping Out Or Removing

As Often As The Engineer May Direct Any Water Or

Sewage Which May Escape From Any Such

Underground Uti l i ty Services Shal l Be Borne By The

Contractor .

The Tenderer Shal l Contact Al l The Publ ic Bodies Etc.

To Know The Under-Ground Services That May Be

Encountered By Him / Them During The Execut ion Of

The Work And Account For The Consequences Of The

Si te Restraints While Submit t ing Their Tenders . No

Compensat ion / Cost Shal l Be Payable On Account Of

Any Under-Ground Services Which Obstructs The

Work And Cause Delay.

40. Precaut ions

For Works In

Thorough-

Fares

While The Execut ion Of Any Work Is In Progress In

Any Street Or Thoroughfare The Contractor At His

Own Cost Shal l Make Adequate Provis ion For The

Passage Of Traff ic For Securing Safe Access To All

Premises Approached From Such Street Or

Thoroughfare And For Any Drainage Water Supply Or

Means Of Light ing Or Any Other Ut i l i ty Service

Which May Be Inter rupted By Reason Of Execut ion Of

The Work. Whenever It May Be Necessary To Stop

The Traff ic In Any Street Or Thoroughfare Permission

Must Firs t Be Obta ined From The Engineer And The

Contractor Shal l Then Put Up Such Barr iers And Adopt

Such Other Measures Or Take Precaut ions As May Be

Necessary Or As The Engineer May Direct For

Regulat ion Of Traff ic . The Work Shal l In Such Cases

Be Executed Night And Day Or For As Long A Period

As Pract icable If So Ordered By The Engineer And

With Such Speed & Vigour As He May Require So

That The Traff ic May Be Impeded For As Short A

Time As Possible. The Contractor Shal l Remove The

Barriers As Soon As The Necessi ty For Them Has

Ceased. Care Shal l Be Taken By The Contractor To

Cause The Least Possible Obstruct ion To Traff ic

During The Progress Of The Work.

41. Traff ic The Contractor Shal l Have To Make All Necessary

Arrangements For Regulat ing Traff ic Day And Night

During The Period Of Construct ion And To The Ent i re

Sat isfact ion Of The Engineer .

This Includes The Construct ion And Maintenance Of

Divers ions If Necessary At No Extra Cost To The

Corporat ion. The Contractor Shal l Provide Necessary

Caut ion Boards Barricades Flags And Lights

Watchmen Etc. So As To Comply With The Latest

Motor Vehicle Rules And Regulat ions And For Traff ic

Safety. The Contractor Shal l Be Responsible For Al l

Claims For The Accidents Which May Arise Due To

His Negl igence Whether In Regulat ing Traff ic Or In

Stacking Materials On The Road Or By Any Other

154

Reason.

42. Pumping Out

Water The Contractor Wil l Be Required To Provide And

Operate At His Own Cost Al l Pumps Engines And

Machinery Requis i te To Keep The Trenches For The

Sewer Drains Or Foundat ions And All Other

Excavat ions Clear Of Water Whether Subsoi l Water

Storm Waste Or Leakage From Tanks Wells Drains

Sewers Water-Mains Tide Water Etc. So That There

May Be No Accumulat ion Of Such Water And No

Set t ing Out May Be Done No Masonry May Be Laid

No Concrete Deposi ted No Joints Made And No

Measurements Taken In Water . The Pumping Shal l Be

Cont inued So Long After The Execut ion Of Any

Port ion Of The Work As The Engineer May Consider

Necessary For The Work To Set . For The Purpose Of

Keeping The Excavat ions As Dry As Possible The

Work Would If Necessary Be Divided Into Sect ions Or

Separate Port ions As Per Best Engineering Pract ices

And Temporary Dams Wil l Have To Be Put Up By The

Contractor Sumps For The Suct ion Pipes To Work In

Wil l Have To Be Excavated By The Contractor At

Such Distances Apart And To Such Depths As The As

Per Best Engineer ing Pract ices . When The Work

Progresses Other Sumps Must From Time To Time Be

Excavated By The Contractor Disused Sumps Being

Fi l led Up By Him With Dry Rubble Careful ly Hand

Packed To The Sat isfact ion Of The Engineer . The

Contractor Wil l Not Be Paid Extra For Any Temporary

Dams Or Sumps Or Their Removal Or Refi l l ing Nor

Wil l Such Works Be Taken Into Measurement In Any

Way Unless Otherwise Provided.

The Contractor Shal l Not Al low Any Accumulat ion Of

Water Ei ther From The Discharge Of His Dewatering

Pumps Or His Water Connect ions On Si te Of His

Work. The Contractor Shal l Make Proper Provis ion For

Leading The Pumped Discharge To The Nearest Water

Entrance Storm Water Drain Manholes Or Water

Course By Means Of A Wooden Or G. I. Channel Or

Hose Pipe. Under No Circumstances The Discharge

Wil l Be Allowed To Flow Along A Paved Surface. If

An Accumulat ion Is Unavoidable It Shal l Be Treated

With Insect icides To The Sat isfact ion Of The

Engineer . In Case Of Fai lure To Do This On The Part

Of Contractor Such Accumulat ion Shal l Be Treated By

The Corporat ion At The Risk And Cost Of The

Contractor .

The Contractors Should Note That Under No

Circumstances Any Payment For Pumping Out Water

Finding Its Way Into Trenches Hil l Cut t ing Excavated

Pi ts Works Si te Etc. From Whatever Sources Wil l Be

Permissible Unless Otherwise Specif ical ly Ment ioned

In The Tender.

43. Storage Of

Explosives

The Contractor Shal l Obtain The Previous Permission

Of The Competent Authori ty Such As The Chief Of

Fire Services For The Si te Manner And Method Of

Storing Explosives Near The Si te Of Work. Al l

Handl ing Of Explosives Including Storage Transport

Shal l Be Carried Out Under The Rules Approved By

The “Explosives Department Of The Government”.

44. Faci l i t ies To

The Other

Cont rac tors

The Contractor Shal l In Accordance With The

Requirements Of The Engineer Afford All

Reasonable Faci l i t ies To Other Contractors Engaged

Contemporaneously On Separate Contracts In

Connect ion With The Works And For Departmental

155

Labour And Labour Of Any Other

Properly Organisat ion Authori ty Or Statutory Body

Which May Be Employed At The Si te On Execut ion Of

Any Work Not Included In The Contract Or Of Any

Contract Which The Corporat ion May Enter Into In

Connect ion With Or Anci l lary To The Works.

45. Prevent ion Of

Mosqui to

Breeding At

Construct ion

Si te

( I)The Contractor Shal l On The Respect ive

Construct ion Si te Instal l Mosqui to Proof And

Accessible Water Storage Tanks Or To Cover / Protect

The Present Water S torage Tanks Proper ly.

( Ii ) The Contractor Shal l Periodical ly Give

Larvaecidal Treatment To Water Storage Tanks Si tes

Of Water Stagnat ion Water Col lect ion.

( Ii i ) Any Expendi ture That May Be Incurred By The

Corporat ion To Ensure That The Above Condi t ions Are

Fulf i l led By The Contractor Wil l Be Debi table To

Contractors Account And Will Be Recovered From The

Bi l ls Of The Contractor From Time To Time.

46. Sani tat ion

The Contractor Shal l At His Own Cost Make All

Necessary Provis ions For Heal th And Safety Of His

Labour / Employees . He Shal l When Required By The

Engineer Provide Proper Latr ines And Urinals To The

Sat isfact ion Of The Engineer In Such Numbers And In

Such Local i t ies As He May Require And Shal l Take

All Steps Necessary To Compel His Labour /

Employees To Resort To Such Latr ines And Urinals

And Shal l Dismiss From His Employment And Remove

From The Works Any One Detected Obeying The Cal ls

Of Nature In Any Place Other Than The Conveniences

Allot ted For Such Purposes . The Said Latr ines Shal l

Be Under The Superintendence And Orders Of The

Engineer Or His Subordinates .

47. Not To Allow

Huts The Contractor Shal l On No Account Al low Any Huts

To Be Erected On Corporat ion Property Unless

Otherwise Permit ted By The Engineer In Wri t ing To

Be Inhabi ted After Sunset By Anyone Except The

Watchmen Required For The Works And None Of His

Employees Except Such Watchmen As Aforesaid Shal l

Sleep At Night On Any Part Of The Works. In Case Of

Any Offence Commit ted By Any Of The Labour Or

Employees Of The Contractor Agains t Any Of The

Provis ions Of This Condi t ion The Contractor Shal l Be

Liable To A Penal ty Not Exceeding Rupees Hundered

For Every Such Offense And The Same Shal l Be

Charged To The Account Of The Contrac tor .

48. Treasure

Trove Fossi ls

Etc.

Al l Fossi ls Coins Art icles Of Value Or Ant iqui ty And

Structural And Other Remains Things Of Geological

Or Archaeological Interest Discovered In Or Upon The

Si te Shal l Be Absolute Property Of The Corporat ion

And The Contractor Shal l Duly Preserve Them And

Shal l Take Precaut ions To Prevent His Workmen Or

Any Other Person From Removing Or Damaging Any

Such Art icles Or Thing And Shal l Immediately Upon

Discovery Thereof And Before Removal Acquaint The

Engineer With Such Discovery And Shal l From Time

To Time Del iver The Same To Such Person Or Persons

As The Engineer May From Time To Time Appoint To

Receive The Same At The Expense Of The

Corporat ion.

49. Patent’ Right

And The Contractor Shal l Save Harmless And Indemnify

156

Royal t ies

The Corporat ion From And Against Al l Claims And

Proceedings For Or On Account Of Infr ingement Of

Any Patent Rights Design Trademark Or Name Of

Other Protected Rights In Respect Of Any

Construct ional Plant Machine Work Or Material Used

For Or In Connect ion With The Works Or Any Of

Them And From And Against Al l Claims Proceedings

Damages Costs Charges And

Expenses Whatsoever In Respect Thereof Or In

Relat ion Thereto. Except Where Otherwise Specif ied

The Contractor Shal l Pay All Tonnage And Other

Royal t ies Rent And Other Payments Or Compensat ion

If Any For Get t ing Stone Sand Gravel Clay Or Other

Materials Required For The Works Or Any Of Them.

50. Quarry I)Quarry For Extract ion Of Murum Stone Rubble Or

Any Other Material Shal l Not Be Made Avai lable By

The Corporat ion The Contractor Has To Make His Own

Arrangements For Quarry At His Cost .

Ii )The Success ful Tenderer Shal l Submit Quarry

Permit From The Competent Authori t y Before Start ing

The Work

.

51. Photographs

Of The Works

No Photographs Of The Work Or Any Part There Of

Or Equipment Employed Thereon Shal l Be Taken Or

Permit ted By The Contractor To Be Taken By Any Of

His Employees Or Any Employees Of His Sub-

Contractor Without The Prior Approval Of The

Engineer In Wri t ing And No Such Photographs Shal l

Be Publ ished Or Otherwise Circulated Without The

Approval Of The Engineer In Wri t ing.

52. Notices To

Local Bodies

( I)The Contractor Shal l Comply With And Give All

Not ices Required Under Any Government Authori ty

Inst rument Rule Or Order Made Under Any Act Of

Parl iament State Laws Or Any Regulat ion Or Bye-

Laws Of Any Local Authori t ies Or Publ ic Ut i l i t ies

Concern Relat ing To Works. He Shal l Before Making

Any Variat ion From The Contract Drawings

Necessi tated By Such Compliance Give To The

Engineer A Notice Giving Reasons For The Proposed

Variat ion And Obtained Engineer’s Inst ruct ions

Thereon.

( Ii ) The Contractor Shal l Pay And Indemnify The

Corporat ion Against Any Liabi l i ty In Respect Of Any

Fees Or Charges Payable Under Any Act Of Parl iament

State Laws Or Any Governmental Inst rument Rule Or

Order Any Regulat ions Or Bye-Laws Of Any Local

Authori ty Or Publ ic Ut i l i ty Concern In Respect Of The

Works.

53. Notices Subject As Otherwise Provided In This Contract All Notice To Be

Given On Behalf Of The Corporation And All Other Actions To

Be Taken On Its Behalf May Be Given Or Taken By The Engineer

Or Any Officer For The Time Being Entrusted With The Functions

Duties And Powers Of The Engineer.

All Instructions Notices And Communications Etc. Under The

Contract Shall Be Given In Writing And If Sent By Registered Post

To The Last Known Place Or Abode Or Business Of The Contractor

Shall Be Deemed To Have Been Served On The Date When In The

Ordinary Course Of Post These Would Have Been Served On Or

Delivered To Him.

54. Use Of B. I.S .

Specif icat ions In Case Where No Part icular Specif icat ion Is Given

For Any Art icle To Be Used Under The Contract The

157

Relevant Specif icat ion Where One B. I.S . Exis ts Of The

Beauro Of Indian Standards Shal l Apply.

PART – III

WORK PROCEDURE

55. Possession Of

Si te And

Access

Thereto.

The Corporat ion Wil l With The Engineer’s Not ice To

Commence The Works Give To The Contractor

Possession Of The Si te .

Such Access As Is In Accordance With The Contract Is

To Be Provided By The Corporat ion As May Be

Required To Enable The Contractor To Commence And

Proceed With The Execut ion Of The Works In

Accordance With The Programme Referred To In

Clause 86 If Any And Otherwise In Accordance With

Such Reasonable Proposals As The Contractor Shal l

By Not ice To The Engineer Make.

The Corporat ion Wil l From Time To Time As The

Works Proceed Give To The Contractor Possession Of

Such Further Port ions Of The Si te As May Be

Required To Enable The Contractor To Proceed With

The Execut ion Of The Works With Due Dispatch In

Accordance With Such Programme Or Proposals As

The Case May Be.

56. Fai lure To

Give

Possession

The Contractor Should Note That The Si te For Work

May Be Made Avai lable By The Corporat ion In Ful l Or

In Part And That The Contractor Shal l Plan His Works

To Commensurate With The Handing Over The Si te .

No Claim Of Compensat ion On Account Of Delay In

Making Avai lable The Si te Shal l Be Payable To The

Contractor . However Time Extension For Complet ing

The Work Shal l Be Given To The Contractor In Case

Of Such Delay.

57. Unforeseeable

Physical

Obstruct ions

Or Condi t ions

If However During The Execut ion Of The Works The

Contractor Encounters Physical Obstruct ions Or

Physical Condi t ions Other Than Cl imat ic Condi t ions

On The Si te Which Obstruct ions Or Condi t ions Were

In His Opinion Not Foreseeable By An Experienced

Contractor The Contractor Shal l Forthwi th Give Not ice

Thereof To The Engineer . On Receipt Of Such Not ice

The Engineer Shal l If In His Opinion Such

Obstruct ions Or Condi t ions Could Not Have Been

Reasonably Foreseen By An Experienced Contractor

After Due Consul tat ion With The Contractor

Determine:

Any Extension Of Time To Which The Contractor Is

Ent i t led Under Clause 80.

58. Drawings:

Custody Of

Drawings

The Drawings Shal l Remain In The Sole Custody Of

Engineer But Two Copies Thereof’ Shal l Be Furnished

To The Contractor Free Of Charge. The Contractor

Shal l Provide And Make At His Own Expense Any

Further Copies Required By Him. At The Complet ion

Of The Contract The Contractor Shal l Return To The

Engineer Al l Drawings Provided Under The Contract .

59. One Copy Of

Drawing To

Be Kept On

Si te .

One Copy Of The Drawings Furnished To The

Contractors As Aforesaid Shal l Be Kept By The

Contractor On The Si te And The Same Shal l At

Al l Reasonable Times Be Avai lable For Inspect ion

And Use By The Engineer And The Engineer’s

Representat ive And By Any Other Persons

Organisat ion By The Engineer In Wri t ing.

60. Discrepancies

In Drawings

The Drawings And Specif icat ions Are To Be

Considered As Mutual ly Explanatory Of Each Other

158

Or

Specif icat ions

Detai led Drawings Being Fol lowed In Preference To

Small Scale Drawings And Figured Dimensions In

Preference To Scale And Special Condi t ions In

Preference To General Condi t ions . Special Condi t ions

Or Dimensions Given In The Speci f icat ions Shal l

Supersede All Else. Should Any Discrepancies

However Appear Or Should Any Misunderstanding

Arise As To The Meaning And Import Of The Said

Specif icat ions Or Drawings Or As To Meaning And As

To The To The Dimensions Or The Qual i ty Of The

Materials Or The Due And Proper Execut ion Of The

Works Or As To The Measurement Or Qual i ty And

Valuat ion Of The Works Executed Under This Contract

Or As Extra Thereupon The Same Shal l Be Explained

By The Engineer Be Binding Upon The Contractor And

Contractor Shal l Be Execute The Work According Such

Explanat ion (Subject As Aforesaid) And Without Extra

Charge Or Deduct ion To Or From The Contract And

Shal l Also Do All Such Work And Things As May Be

© For The Proper Complet ion Of Works As Implied By

The Drawings And Specif icat ions Even Though Such

Works And Things Are Not Specif ica l ly Shown And

Described In The Said Drawings And Specif icat ions.

The Final Decis ion Of The Commissioner In Case A

Reference Be Made To Him Under Clause No. 89 Be

Binding Upon The Contractor And Contractor Shal l

Execute The Works According To Such Explanat ion (

Subject To Aforesa id ) And Shal l Also Do All Such

Works And Required Things As May Be Necessary For

The Proper Complet ion Of Works As Implied By The

Drawings And Specif icat ions Even Though Such

Works And Things Are Not Specif ica l ly Shown And

Described In The Said Drawings And Specif icat ions.

61. Engineer To

Have Power

To Issue

Further

Drawings Or

Inst ruct ions

The Engineer Shal l Have The Power And Authori ty

From Time To Time And At All Times To Make And

Issue Such Further Drawings And To Give Such

Further Inst ruct ions And Direct ions As May Appear To

Him Necessary Or Proper For The Guidance Of The

Contractor And The Good And Sufficient

Execut ion Of The Works According To Terms Of The

Specif icat ions And Contractor Shal l Receive Execute

Obey And Be Bound By The Same According To The

True Intent And Meaning Thereof As Ful ly And

Effectual ly As Though The Same Had Accompanied Or

Had Been Ment ioned Or Referred To In The

Specif icat ion. The Engineer May Also Alter Or Vary

The Levels Or Posi t ion Of Any Works Contemplated

By The Specif icat ions Or May Order Any Of The

Works Contemplated Thereby To Be Omit ted With Or

Without The Subst i tut ion Of Any Other Works In Lieu

Thereof Or May Order Any Work Or Any Port ion Of

Work Executed Or Part ial ly Executed To Be Removed

Changed Or Altered And If Needful May Order That

Other Works Shal l Be Subst i tuted Instead Thereof And

Difference Of Expense Occasioned By Any Such

Diminut ion Or Alterat ion So Ordered And Directed

Shal l Be Added To Or Deducted From The Amount Of

This Contract As Provided Under The Clause No. 101

And 102.

No Work Which Radical ly Changes The Original

Nature Of The Contract Shal l Be Ordered By The

Engineer And In The Event Of Any Deviat ion Being

Ordered Which In The Opinion Of The Contractor

Changes The Original Nature Of Contract He Shal l

159

Nevertheless Carry It Out And Disagreement As To

The Nature Of The Work And The Rate To Be Paid

Therefore Shal l Be Resolved In Accordance With

Clause No.114.

The Time For Complet ion Of The Works Shal l In The

Event Of Any Deviat ions Resul t ing In Addi t ional Cost

Over The Contract Sum Being Ordered Be Extended Or

Reduced Reasonably By The Engineer . The Engineer’s

Decis ion In This Case Shal l Be Final .

62. Levels

Al l Levels Referred To In Connect ion With These

Works Are Based On Great Trigonometric Survey

(G.T.S.) Levels . The Contractor Should Also Keep The

Level ing Inst rument In Good Working Condi t ion

Through Out The Period Of Construct ion Work On

Si te .

63. Set t ing Out

The Work.

The Engineer Shal l Supply Dimensioned Drawings

Levels And Other Informat ion Necessary To Enable

The Contractor To Set Out The Works. The Contractor

Shal l Provide All Set t ing Out Apparatus At His Own

Cost Such As Level ing Inst ruments In Good Working

Condi t ion And Appl iances All Pegs Ranging Rods

Long Measuring Rods Marked Metres And

Organisat ion And Each Metre And Organisat ion

Numbered Pots And Sight-Rai ls Boning Rods Moulds

Templates Etc. Together With Any Reasonable Number

Of Labourers That May Be Reuired And Set Out The

Work And Be Responsible For The Accuracy Of The

Same. The Contrac tor Shal l Amend At His Own Cost

And To The Sat isfact ion Of The Engineer Any Error

Found At Any Stage Which May Arise Through

Inaccurate Set t ing Out . The Contractor Shal l Protect

And Preserve All Bench Marks Used In Set t ing Out

The Work Ti l l The End Of Defects Liabi l i ty Period

Unless The Engineer Directs Its Early Removal . The

Contractor Should Also Keep Level ing Inst rument In

Good Working Condi t ion Throughout The Period Of

Construct ion Work On Si te .

64. Works Closed

Between

Sunset And

Sunrise Or On

Sundays And

Holidays

No Work Shal l Be Done Between Sunset And Sunrise

Or On Sunday Or Municipal Hol idays And Except With

The Special Sanct ion Of The Engineer In Wri t ing

Previously Obtained And The Withholding Of Such

Sanct ions Shal l Be No Ground Of Complaint On The

Part Of Contractor Or Cause For Compensat ion To Him

Or Excuse For Not Complet ing The Work Within The

Contract Period. The Period Within Which The Work

Has To Be Carried Out And Completed Has Been Fixed

In Terms Of This Clause With The Provis ion That The

Total Number Of Hours Of Work Permissible Shal l Not

Exceed 48 Hours In A Week And In No Case More

Than 8 Hours On Any Working Day The Actual Time

Within Which The Said Hours Shal l Be Worked Being

Subject To Mutual Arrangements With The Contractor

At The Commencement Of The Works Or From Time

To Time As May Be Required And Provided That Al l

Works Shal l Be Stopped For Rest And Meals For One

Hour At About Mid-Day Exclusive Of The Permissible

Hours Aforesaid For The Works.

Though Sanct ion May Be Accorded To The Contractor

To Work On Days And At Times Otherwise Normal ly

Non-Permissible Under This Contract The Contractor

Shal l Be Required To Bear The Cost For Such

Supervis ion As In The Opinion Of The Engineer May

Be Necessary At These Times.

160

It Should Be Dist inct ly Understood That The Grant ing

Of Permission To Work Extra Hours Or To Work On

Sundays And Holidays Wil l Be Ent i rely At The

Discret ion Of The Engineer And Cannot Be Claimed

By The Contractor As A Matter Of Right .

If On The Other Hand The Engineer Requires That The

Work Shal l Be Proceeded With On Days And At Times

Otherwise Normal ly Non-Permissible Under This

Contract The Contractor Shal l Proceed With The Work

But He Wil l Not Be Required In Such Cases To Bear

The Cost Of The Municipal Establ ishment Employed

At The Time.

The Contractor At Al l Times During The Cont inuance

Of This Contract Shal l In Al l His Deal ings With Local

Labour For The Time Being Employed On The Works

Contemplated By This Contract Have Due Regard To

All Local Fest ivals And Rel igious Or Other

Customs And All Disputes Matters And Quest ions

Aris ing Between The Contractor And Any Of His

Agent On The One Hand And Any Local Labour On

The Other Hand With Respect To Any Matter Or Thing

In Any Way Connected With This Contract Shal l Be

Decided By The Commissioner Whose Decis ion Shal l

Be Final And Binding On All Part ies .

65. Work To Be

In Accordance

With Contract .

The Contractor Shall Execute And Complete The Works And

Remedy Any Defects Therein In Strict Accordance With The

Contract To The Satisfaction Of The Engineer.

66. Duties And

Powers Of

The

Engineer’s

Representat ive

The Duties Of The Representative Of The Engineer Are To Check

Watch And Supervise Work And To Test And Examine Any

Material To Be Used Or Workmanship Employed In Connection

With The Works. He Shall Have No Authority To Relieve The

Contractor Of Any Of His Duties Or Obligations Under The

Contract Nor To Except As Expressly Provided Here Under Or

Elsewhere In The Contract To Order Any Work Involving Delay Or

Any Extra Payment By The Corporation Or To Make Any Variation

Of Or In The Works.

Fai lure Of The Representat ive Of The Engineer To

Disapprove Any Work Or Material Shal l Not Prejudice

The Power Of The Engineer Thereafter To Disapprove

Such Work Or Material And To Order The Pul l ing

Down Removal Or Breaking Up Thereof.

If The Contractor Shal l Be Dissat isf ied With Any

Decis ion Of The Representat ive Of The

Engineer He Shal l Be Ent i t led To Refer The

Matter To The Engineer Who Shal l Thereupon Confirm

Reverse Or Very Such Decis ion.

67. Engineer’s

Decis ion

The Whole Of The Work Shal l Be Under The Di rect ion

Of The Engineer Whose Decis ion Shal l Be Final

Conclusive And Binding On All Part ies To The

Contract On All Quest ions Relat ing To The

Construct ion And Meaning Of Plans Working

Drawings Sect ions And Specif icat ions Connected With

The Work.

68. Inst ruct ions

To Contractor

The Contractor Or His Agent Shal l Be In Attendance

At The Si te(S) Dur ing All Working Hours And Shal l

Supervise The Execut ion Of The Works With Such

Addi t ional Assis tance In Each Trade As

The Engineer May Consider Necessary. Orders Given

To The Contractor’s Agent Shal l Be Considered To

Have The Same Force As If They Had Been Given To

The Contractor Himself .

The Engineer Shall Communicate Or Confirm His Instruction To

161

The Contractor In Respect Of The Execution Of Work In A “Works

Site Order Book” Maintained In The Office Of The Engineer And

The Contractor Or His Authorised Representative Shall Confirm

Receipt Of Such Instructions By Signing The Relevant Entries In

This Book. If Required By The Contractor He Shall Be Furnished A

Certified True Copy Of Such Instruction(S). If The Contractor Fails

To Comply With The Instruction(S) Of The Engineer The Engineer

May Impose The Daily Penalty Of Rs.500 (Rupees Five Hundred)

For Each Of Such Defaults. This Penalty Will Not Prejudice The

Right Of The Municipal Commissioner Or The Engineer To Claim

Compensation.

69. Work Order

Book A Work Order Book Shal l Be Maintained On Si te And

It Shal l Be The Property Of Corporat ion And The

Contractor Shal l Promptly Sign Orders Given Therein

By Engineer Or His Representat ives And His Superior

Officers And Comply With Them. The Contractor Shal l

Report The Compliance In Good Time So That It Can

Be Checked. The Contractor Wil l Be Allowed To Copy

Out Inst ruct ion Therein From Time To Time.

70. Management

Meet ing

Ei ther The Engineer Or The Contractors May Require

The Other To At tend Management Meet ing. The

Business Of A Management Meet ing Shal l Be To

Review The Plans For Remaining Works .

Engineers Shal l Record The Business Of Management

Meet ings And Is To Provide Copies Of His Record To

Those Attending The Meet ings. The Responsibi l i ty Of

The Part ies For Act ions To Be Taken Is To Be Decided

By The Engineer Ei ther At The Management Meet ings

Or After The Management Meet ings And Stated In

Wri t ing To All Who Attend The Meet ings.

71. Materials (A) Material To Be Provided By The Contractor:

The Contractor Shall At His Own Expense Provide All Materials

Required For The Works.

All Materials To Be Provided By The Contractor Shall Be In

Conformity With The Specifications Laid Down In The Contract

And The Contractor Shall Furnish Proof To The Satisfaction Of The

Engineer That The Materials So Comply. Contractor Shall Produce

Proof Viz. Challans Bills Vouchers Etc. So As To Ensure That The

Material Was Brought On Site And Quantities Used As Per The

Norms Specifications Etc.

Officers Of The Corporat ion Concerned With The

Work Shal l Be Ent i t led At Any Time To Inspect And

Examine Any Mater ial Intended To Be Used In Or On

The Works Ei ther On The Si te Or At Factory Or

Workshop Or Other Places Where Such Materials Are

Assembled Fabricated Or Manufactured Or At Any

Place(S) Where These Are Laying Or From Which

These Are Being Obtained And The Contractor Shal l

Give Such Faci l i t ies As May Be Required For Such

Inspect ion And Examinat ion. The Materials Brought

On Si te Outs ide Working Hours Shal l Be Stacked

Separately Ti l l They Are Inspected By The Engineer

Or His Representat ive.

Al l Materials Brought To The Si te Shal l Not Be

Removed Off The Si te Without The Prior Wri t ten

Approval Of The Engineer . But Whenever The Works

Are Final ly Completed The Contractor Shal l At His

Own Expense Forthwith Remove From The Si te All

Surplus Materials Original ly Suppl ied By Him.

The Contractor Shal l At His Own Expense And

Without Delay Supply To The Engineer Samples Of

Materials Proposed To Be Used In The Works. The

Engineer Shal l Within Seven Days Of Supply Of

Samples Or Within Such Further Period As He May

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Require And Int imated To The Contrac tor In Wri t ing

Inform The Contractor Whether The Samples Are

Approved By Him Or Not . If The Samples Are Not

Approved The Contractor Shal l Forthwith Arrange To

Supply To The Engineer For Approval Fresh Samples

Complying With The Specif icat ions Laid Down In The

Contract .

The Engineer Shal l Have Ful l Powers To Require

Removal Of Any Or All Of The Materials Brought To

Si te By The Contractor Which Are Not In Accordance

With The Contract Specif icat ions Or Which Do Not

Conform In Character Or Qual i t y To The Samples

Approved By Him. In Case Of Defaul t On The Part Of

The Contractor In Removing The Rejected Materials

The Engineer Shal l Be At Liberty To Have Them

Removed By Other Means. The Engineer Shal l Have

Ful l Powers To Procure Other Proper Materials To Be

Subst i tuted For Rejected Materials And In The Event

Of The Contractor Refusing To Comply He May Cause

The Same To Be Suppl ied By Other Means. Al l Costs

Which May Attend Upon Such Removal And/Or

Subst i tution Shal l Be Borne By The Contractor .

Subject As Hereinafter Provided In Clause No.98 All

Charges On Account Of Octroi Terminal Or Sales Tax

And Other Dut ies On Material Obtained For The Works

From Any Source Shal l Be Borne By The Contractor .

The Engineer Shall Be Entitled To Have Tests Carried Out As

Specified In The Contract For Any Materials Supplied By The

Contractor Other Than Those For Which As Stated Above

Satisfactory Proof Has Already Been Produced At The Cost Of The

Contractor And The Contractor Shall Provide At His Expense All

Facilities Which The Engineer May Require For The Purpose.

If No Tests Are Specified In The Contract And Such Tests Are

Required By The Engineer The Contractor Shall Provide All

Facilities Required For The Purpose And Charges For These Tests

Shall Be Borne By The Contractor Only If The Tests Disclose That

The Said Materials Are Not In Accordance With The Provision Of

The Contract.

The Cost Of The Materials Consumed In Test Shal l Be

Borne By The Cont ractor In All Cases Except When

Otherwise Provided.

For Carrying Out Tests On Soil Cement Sand Aggregate Brick And

Concrete Etc. The Standard Will Be As Prescribed In Relavant I.S.

The Engineer May Direct The Contractors To Get The Samples Of

Materials Tested In CIDCO PWD VJTI IIT Or Any Approved

Laboratory Out Of Those Accredited By National Accreditation

Board Of Laboratories Govt. Of India. The Results Of The Tests

Shall Be Binding On The Contractor And Corporation. In Case The

Contractor Disputes The Results Of Tests It Is Open For Him To

Ask For The Re-Testing In Which Case The Cost Shall Be Borne

By The Contractor. The Decision Of The Engineer On

Acceptability Or Re-Testing By Corporation Or Testing Again

Independently In VJTI Or IIT Will Be Binding On Both The Parties

To The Contract.

72. Stock Of

Materials

Required

(A)The Contractor Shal l At His Own Expense Provide

And Furnish Himself With Sheds And Yards In Such

Si tuat ions And In Such Numbers As In The Opinion Of

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The Engineer Are Requis i te For Carrying Out The

Works Under This Contract And The Contractor

Shal l Keep At Each Of Such Sheds And Yards A

Sufficient Quant i ty Of Materials In Stock So As Not

To Delay The Carrying Out The Works With Due

Expedi t ion And The Engineer And His Sub-Ordinates

Shal l Have Free Access To The Said Sheds Or Yards

At Any Time For The Purpose Of Inspect ing The Stock

Of Materials So Kept In Hand Any Material Or Art icle

Which The Engineer May Object To Shal l Not Be

Brought Upon Or Used In The Work But Shal l Be

Forthwith Removed From The Sheds Or Yards By The

Contractor At His Own Cost . The Contractor Wil l

However Be Allowed To Use For The Above Purpose

The Completed Port ion Of The Bui ldings If Avai lable.

(B) General :

Cement Brought On Si te By The Contractors Shal l Be

Stored In Waterproof Godown With Two Locks On

Each Door . The Key Of One Lock Of Each Door Shal l

Remain With The Engineer Or His Representat ive And

That Of The Other Lock With The Contractor’s

Organisat ion Agent At Si te Of Works So That Cement

Is Removed From The Godown Only According To

Dai ly Requirements With The Knowledge Of Both The

Part ies .

73. Product ion Of

Vouchers

The Contractor Shal l Produce All Quotat ions Invoices

Vouchers And Accounts Or Receipts Etc. To Prove

That The Materials Suppl ied By Him Are In

Conformity With The Specif icat ions Laid Down In The

Contract And The Same Are Brought To The Si te And

Uti l ized On The Said Works.

74. Plant And’

Equipment The Contractor Shall Arrange At His Own Expense All Tools Plant

And Equipment Required For Execution Of Works. If Required By

The Contractor And If Available The Corporation May Supply Such

Of The Tools Plant And Equipment As Are Available To The

Contractor At The Rates And Terms To Be Specified By The

Engineer. No Tools Plant And Equipment Once Brought To The

Work Site Shall Be Removed Without The Written Permission Or

Order Of The Engineer Until He Has Certified The Completion Of

The Work.

If Any Tools Plants And Equipment Brought On Si te

Are In The Opinion Of The Engineer Ineff icient Bad

Or Of Inferior Qual i ty Or Are Unsui ted For The Works

Then Such Tools Plant And Equipment Shal l Not Be

Used On The Works But Shal l Be Removed By The

Contractor At His Own Expense Within Twenty Four

Hours After The Service Of A Wri t ten Order Or Not ice

From The Engineer To That Effect And Fresh Tools

Plant And Equipment Be Subst i tuted In Lieu Of That

Ordered To Be Removed By The Engineer .

75. Inspect ion &

Approval Al l Works Embracing More Than One Process Shal l Be

Subject To Examinat ion And Approval At Each Stage

Thereof And The Contractor Shal l

Give Due Not ice To The Engineer Or His Organisat ion

Representat ive When Each Stage Is Ready. In Defaul t

Of Such Not ice The Engineer Shal l Be Ent i t led To

Appraise The Qual i ty And Extent Thereof.

No Work Shall Be Covered Up Or Put Out Of View Without The

Approval Of The Engineer Or His Organisation Representative And

The Contractor Shall Afford Full Opportunity For Examination And

Measurement Of Any Work Which Is About To Be Covered Up Or

Out Of View And For Examination Of Foundation Before

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Permanent Work Is Placed Thereon.

The Contractor Shall Give Due Notice To The Engineer Or His

Organisation Representative Whenever Any Such Work Or

Foundation Is Ready For Examination And The Engineer Or His

Representative Shall Without Unreasonable Delay Unless He

Considers It Necessary And Informs The Contractor In Writing

Accordingly Attend For The Purpose Of Examining And Measuring

Such Work Or Examining Such Foundations. In The Event Of The

Failure Of The Contractor To Give Such Notice He Shall If

Required By The Engineer Uncover Such Work At The Contractor’s

Expense.

Departmental Officers Concerned With The Works Shall Have

Powers At Any Time To Inspect Examine Any Part Of The Works

And The Contractor Shall Give Such Facilities As May Be Required

For Such Inspection & Examination.

76. Uncovering

And Making

Good

No Part Of The Works Shal l Be Covered Up Or Put

Out Of View Without The Approval Of The Engineer .

The Contractor Shal l Uncover Any Part Of The Works

And/Or Make Opening In Or Through The Same As

The Engineer May From Time To Time Direct For His

Veri f icat ion And Shal l Reinstate And Make Good Such

Part To The Sat isfact ion Of The Engineer If Any Such

Part Has Been Covered Up Or Put Out Of View After

Being Approved By The Engineer And Is Subsequent ly

Found On Uncovering To Be Executed In Accordance

With The Contract The Expenses Of Uncovering

And/Or Making Openings In Or Through Reinstat ing

And Making Good The Same Shal l Be Borne By The

Corporat ion. In Any Other Case All Such Expenses

Shal l Be Borne By The Contractor .

77. Contractor To

Search

The Contractor Shal l If Required By The Engineer In

Wri t ing Search Under The Direct ion Of The Engineer

For The Cause Of Any Defect Imperfect ion Or Faul t

Appearing During The Progress Of The Work Or In

The Period Of Maintenance. Unless Such Defect

Imperfect ion Or Faul t Shal l Be One For Which The

Contractor Is Liable Under The Contract The Cost Of

The Work Carried Out By The Contractor In Searching

As Aforesaid Shal l Be Borne By The Corporat ion.

If Such Defect Imperfect ion Or Faul t Shal l Be One For

Which Contractor Is Liable As Aforesa id The Cost Of

The Work Carried Out In Searching As Aforesaid Shal l

Be Borne By The Contractor And He Shal l In Such

Case Repair Rect i fy And Make Good Such Defect

Imperfect ion Or Faul t At His Own Expense.

78. Defaul t Of

Contractor In

Compliance

In Case Of Defaul t On The Part Of The Contractor In

Carrying Out Such Inst ruct ion Within The Time

Specif ied Therein Or If Non Within A Reasonable

Time The Corporat ion Shal l Be Ent i t led To Employ

Any Other Persons To Carry Out The Same And All

Costs Consequent Thereon Or Incidenta l Thereto Shal l

After Due Consul tat ion With The Corporat ion And The

Contractor Be Determined By The Engineer And Shal l

Be Recoverable From The Contractor By The

Corporat ion From Any Monies Due Or To Become Due

To The Contractor And The Engineer Shal l Not i fy The

Contractor Accordingly.

79. Urgent Works If Any Urgent Work ( In Respect Whereof The Decis ion

Of The Engineer Shal l Be Final And Binding) Becomes

Necessary And The Contractor Is Unable Or Unwil l ing

At Once To Carry It Out The Engineer May By His

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Own Or Other Work People Carry It Out As He May

Consider Necessary. If The Urgent Work Shal l Be

Such As The Contractor Is Liable Under The Contract

To Carry Out At His Expense All Expense Incurred On

It By The Corporat ion Shal l Be Recoverable From The

Contractor And Be Adjusted Or Set Off Against Any

Sum Payable To Him.

PART – IV

TIME SCHEDULE AND DELAYS

80. Commencement

Time The Time Allowed For Execut ion For The Works As

Specif ied In The Contract Documents Shal l Be The

Essence Of The Contract . The Execut ion Of The Works

Shal l Commence From The Date Specif ied By The

Engineer In Wri t ing. If The Contractor Fai ls Or

Neglects To Commence The

Execut ion Of The Works As Aforesaid The

Corporat ion Shal l Without Prejudice To Any Other

Right Or Remedy Be At Liberty To Forfei t The

Securi ty Deposi t Absolutely.

81. Extension Of

Time For

Comple t ion

Due To

Monsoon.

In Any Case Where The Time Prescribed For

Complet ion Of Any Work Is Exclusive Of Monsoon

Period. No New Trench Work Should Be Started After

15t h

May And Exis t ing Trenches Are Required To Be

Reinstated By 31s t

May Every Year. The Si te Shal l Be

Cleared In All Respect Including Removal Of Surplus

Material On Or Before 10t h

June Of Every Year. The

Monsoon Period Shal l Be Deemed To Be From 10t h

June To 30t h

Sept . Of The Calendar Year .

However If The Contractor Is Permit ted By The

Engineer To Work During Any Monsoon. Period All

Such Period Shal l Be Taken Into Account For The

Calculat ing The Contract Period On Pro-Rata Basis As

Under.

Cost Of Work Done

Effect ive During Monsoon

Days = - ---- --- - ---- ---- X No. Of Days Of

Total Cost Of Contract Period

Contrac t Work

In The Event Of The Contractor Fai l ing To Comply

With This Condit ion. He Shal l Be Liable To Pay As

Compensat ion As Stated In Clause No.90.

82. Extension Of

Time Due To

Unforsean

Events

If The Work Be Delayed By –

(A)Force Measure Such As Acts Of God Act Of Publ ic

Enemy Act Of Government Floods Epidemics Etc. Or

(B) Abnormal ly Bad Weather Or

I Serious Loss Or Damage By Fire Or

(d) Civi l Commotion Local Combinat ion Of

Workmen Str ike Or Lockout Affect ing Any Of

The Trades Employed On The Work Or

(e) Delay On The Par t Of Other Contractor Or

Tradesmen Engaged By The Municipal

Corporat ion In Execut ing Works Not Forming

Part Of The Contrac t Or

(F) The Reasons Sta ted In Condi t ion No 84 And 85.

(G) Any Other Cause In The Absolute Discret ion Of

The Engineer .

Then Upon The Happening Of Any Such Event Causing

Delay The Contractor Shal l Immediately Give Not ice

There Of In Wri t ing To The Engineer But Shal l

Nevertheless Use Constant ly His Bes t Endeavors To

166

Prevent Or Make Good The Delay And Shal l Do All

That May Be Reasonable Required To The Sat isfact ion

Of The Engineer To Proceed With The Work.

Request For Extens ion Of Time To Be El igible For

Considerat ion Shal l Be Made By The Contractor In

Wri t ing Within 14 (Fourteen) Days Of The Happening

Of The Event Causing Delay. The Contractor May Also

If Pract icable Indicate In Such A Request The Period

For Which Extension Is Desired. In Any Such Case

The Engineer May Give A Fair Reasonable Extension

Of Time For Complet ion Of Indiv idual Items Or

Groups Of Items Of Work For Which Separate Periods

Of Complet ion Are Specif ied In The Contract Or The

Contact As Whole. The Decis ion Of The Engineer In

Regard To The Extension Wil l Be Communicated To

The Contractor In Wri t ing Within A Reasonable Time

And The Contrac tor Shal l Also Be Paid Such

Compensat ion That In The Opinion Of The Engineer Is

Fair And Reasonable To Cover The Delays Resul t ing

From The Provis ions Under The Sub Clause (E) Above.

The Time Extended For Complet ing The Work Shal l Be

The Essence Of The Contract For The Period

Extended.

83. Network

Schedule &

Monthly Progress

Reports

(A)On Award Of The Contract The Contractor Shal l

Submit The Time Schedule For The Works In The

‘ Form Of PERT Net Works Or Bar Chart .

(B) The Schedules Shall Be Prepared In Direct Relations To The

Time Stated In The Contract Documents For Completion Of Items

Or Groups Of Items Of Work And Or The Contract As A Whole. It

Shall Indicate The Dates Of Commencement And Completion Of

Various Activities Of The Work. And Should Contain No

Act ivi t ies With A Durat ion Greater Than 28 Days.

Milestones Would Be So Determined That At Least 10

Percent Of The Events Are Milestones And No Two

Milestones Are More Than 3 Months Apart .

The Engineer May Approve The Schedule As Submitted Or Suggest

Modifications As He Thinks Necessary. The Contractor Shall

Modify The Chart Accordingly And Obtain Engineer’s Approval.

(C)The Final ized Network May Be Amended From

Time To Time If Fel t Necessary By The Contractor

With The Approval Of The Engineer .

(D)A Fixed Sum Shal l Be Held In Abeyance At The

Time Of The Next Inter im Payment For Non-

Attainment Of Each Milestone In The Network And

Shal l Be Released Only On Complet ion Of The Work

After Deduct ing The Compensat ion For Delay If There

Is Contractor’s Faul t As Per Provis ion In Clause No.

86 And Penal ty Covered Under Clause No. 53. The

Fixed Sum Shal l Be:

Rs.10000/- For All Contracts Over Rs.25 Lakhs And Upto The

Value Of Rs.100 Lakhs.

Rs.20000/- For All Contracts Over Rs. 1 Crore And Upto The Value

Of Rs.5 Crores

Rs.35000/- For All Contracts Over Rs. 5 Crores And Upto The

Value Of Rs.10 Crores.

Rs.50000/- For All Contracts Over Rs.10 Crores.

If The Attainment Of The Milestones Is Delayed For Reason Not

167

Attributable To The Contractors No Moneys Will Be Held In

Abeyance.

84. Disrupt ion Of

Progress For

Lack Of

Drawings.

The Contractor Shal l Give Wri t ten Not ice To The

Engineer Whenever Planning Or Progress Of The

Works Is Likely To Be Delayed Or Disrupted Unless

Any Further Drawing Or Order Including A Direct ion

Inst ruct ion Or Approval Is Issued By The Engineer

Within A Reasonable Time. The Not ice Shal l Include

Detai ls Of The Drawing Or Order Required And Of

Why And By When It Is Required And Of Any Delay

Or Disrupt ion Likely To Be Suffered If It Is Late.

85. Delays Of

Drawings

If By Reason Of Any Fai lure Or Inabi l i ty Of The

Engineer To Issue Within A Time Reasonable In All

The Circumstances Any Drawing Or Order Requested

By The Contractor In Accordance With The Clause 84

Of This Condi t ion The Contractor Suffers Delay Then

The Engineer Shal l Take Such Delay Into Account In

Determining Any Extension Of Time To Which The

Contractor Is Ent i t led Under Sub-Clause (G) Of Clause

No. 82 Hereof. No Monitary Claim Wil l Be Entertained

On This Account .

86. Monthly

Report The Contractors Wil l Be Required To Submit The

Monthly Progress Reports By The 2n d

Day Of The

Fol lowing Month To The Engineer Fai lure On The Part

Of The Contractor To Submit Monthly Report In

Time Wil l At t ract Act ion As Per Clause No.83.

87. Rate Of

Progress .

If For Any Reason Which Does Not Ent i t le The

Contractor To An Extension Of Time The Rate Of

Progress Of The Works Or Any Sect ion Is At Any

Time In The Opinion Of The Engineer Too Slow To

Comply With The Time For Complet ion The Engineer

Shal l So Not i fy The Contractor Who Shal l Thereupon

Take Such Steps As Are Necessary Subject To The

Consent Of The Engineer To Expedi te Progress So As

To Comply With The Time For Complet ion. The

Contractor Shal l Not Be Ent i t led To Any Addi t ional

Payment For Taking Such Steps. If As A Resul t Of

Any Notice Given By The Engineer Under This Clause

The Contractor Considers That It Is Necessary To Do

Any Work At Night Or On Local ly Recognized Days

Of Rest He Shal l Be Ent i t led To Seek The Consent Of

The Engineer So To Do. Provided That If Any Steps

Taken By The Contractor In Meet ing His Obl igat ions

Under This Clause Involve The Corporat ion In

Addi t ional Supervis ion Costs Such Costs Shal l Be

Determined By The Engineer And Shal l Be

Recoverable From The Contractor And May Be

Deducted By The Corporat ion From Any Monies Due

Or To Become Due To The Contractor And The

Engineer Shal l Not i fy The Contractors Accordingly.

168

88. Suspension Of

Work

(A)The Contractor Shal l On Receipt Of The Order In

Wri t ing Of The Engineer Suspend The Progress Of The

Works Or Any Par t Thereof For Such Time And In

Such Manner As The Engineer May Consider

Necessary For Any Of The Fol lowing Reasons: -

(I) On Account Of Continued Non-Compliance Of The Instructions

Of The Engineer Or Any Other Default On The Part Of The

Contractor Or

I i ) For Proper Execut ion Of The Works Or Part

Thereof For Reasons Other Than The Defaul t Of The

Contractor Or

( Ii i )For Safety Of The Works Or Part Thereof.

The Contractor Shall During Such Suspension Properly Protect And

Secure The Works To The Extent Necessary And Carry Out The

Instructions Given In That Behalf By The Engineer.

(B) If The Suspension Is Ordered For Reasons (Ii) And (Iii) In Sub-

Para (A) Above The Contractor Shall Be Entitled To An Extension

Of Time Equal To The Period Of Every Such Suspension Plus A

Reasonable Time As Decided By The Engineer.

I If The Suspension Is Ordered For Reasons Of ( I) In

Sub-Para (A) Above The Engineer Shal l Have Powers

To Suspend The Payment Under The Contract . Such

Suspension Of Payment May Be Cont inued Unt i l

Defaul t Shal l Have Been Rect i f ied.

89. Stoppage /

Al terat ion /

Restr ict ion Of

Work.

1) If At Any Time After The Execut ion The

Contract Documents The Engineer Shal l For Any

Reason Whatsoever (Other Than Defaul t On The Part

Of Contractor For Which The Corpora t ion Is Ent i t led

To Rescind The Contract) Desires That The Whole Or

Any Part Of The Work Specif ied In The Tender

Should Be Suspended For Any Period Or That The

Whole Or Part Of The Work Should Not Be Carried

Out At Al l He Shal l Give To The Contractor A Notice

In Wri t ing Of Such Desire And Upon The Receipt Of

Such Not ice The Contractor Shal l Forthwith Suspend

Of Stop The Work Wholly Or In Art As Required

After Having Due Regard To The Appropriate Stage

At Which The Work Should Be Stopped Or Suspended

So As Not To Cause Any Damage Or Injury To The

Work Already Done Or Endanger The Safety There Of

Provided That The Decis ion Of The Engineer As To

The Stage At Which The Work Or Any Part Of It

Could Be Or Could Have Been Safely Stopped Or

Suspended Shal l Be Final And Conclusive Against The

Contractor . The Contractor Shal l Have No Claim To

Any Payment Or Compensat ion Whatsoever By Reason

Of Or In Pursuance Of Any Notice As Aforesaid On

Account Of Any Suspension Stoppage Or Curtai lment

Except To The Extent Specif ied Hereinafter .

2) Where The Total Suspension Of Work Ordered

As Aforesaid Cont inued For A Cont inues Period

Exceeding 90 Days The Contractor Shal l Be Liberty

To Withdraw From The Contractual Obl igat ions Under

The Contract So Far As It Pertains To Unexecuted

Part Of The Work By Giving A 10 Days Prior Not ice

In Wri t ing To The Engineer Within 30 Days Of The

Expiry Of The Said Period Of 90 Days Of Such

Intent ion And Requir ing The Engineer To Record The

Final Measurement Of The Work Already Done And

To Pay Final Bi l l . Upon Giving Such Not ice The

169

Contractor Shal l Be Deemed To Have Been Charged

From His Obl igat ions To Complete The Remaining

Unexecuted Work Under His Contract . On Receipt Of

Such Not ice The Engineer Shal l Proceed To Complete

The Measurements And Make Such Payments As May

Be Final ly Due To The Contractor Within A Period Of

90days From The Receipt Of Such Not ice In Respect

Of The Work Already Done By The Contractor . Such

Payment Shal l Not In Any Manner Prejudice The

Right Of The Contractor To Any Further

Compensat ion Under The Remaining Provis ions Of

This Clause.

3) Where The Engineer Required The Contractor

To Suspend The Work For A Period In Excess Of 30

Days At Any Time Or 60 Days In The Aggregate The

Contractor Shal l Be Ent i re To Apply To The Engineer

Within 30 Days Of The Resumption Of Work After

Such Suspension For Payment Of Composi t ion To The

Extent Of Pecuniary Loss Suffered By Him In Respect

Of Working Machinery Remain Ideal On The Si te Of

On The Account Of His Having And To Pay The

Salary Or Wages Of Labour Engaged By Him During

The Said Period Of Suspension Provided Always That

The Contractor Shal l Not Be Ent i t led To Any Claim In

Respect Of Any Such Working Machinery Salary Or

Wages For The Firs t 30 Days Whether Consecut ive Or

In The Aggregate Or Such Suspension Or In Respect

Or Any Suspension Whatsoever Occasioned By

Unsat isfactory Work Or Any Other Defaul t On His

Part . The Decis ion Of The Engineer In This Regard

Shal l Be Final And Conclusive Against The

Contractor .

4) In The Event Of –

i ) Any Total Stoppage Of Work On Notice

From Engineer Under Sub Clause (1) In That Behalf .

i i ) Withdrawal By The Contractor From

The Contractual Obl igat ions Complete The Remaining

Unexecuted Work Under Sub Clause (2) On Account

Of Cont inued Suspension Of Work For A Period

Exceeding 90 Days.

It Shal l Be Open To The Contractor Within 90 Days

From The Service Of ( I) The Not ice Of Stoppage Of

Work Or ( Ii ) The Not ice Of Withdrawal From The

Contractual Obl igat ions Under The Contract On

Account Of The Cont inued Suspension Of Work ( Ii i )

Not ice Under Clause 20 (1) Resul t ing In Such

Curtai lment To Produce To The Engineer Sat isfactory

Documentary Evidence That He Had Purchased Or

Agreed To Purchase Material For Use In The

Contracted Work Before Receipt By Him Of The

Not ice Of Stoppage Suspension Or Curtai lment And

Require Government To Take Over On Payment Such

Material At The Rated Determine By The Engineer

Provided However Such Rates Shal l In No Case

Exceed The Rates At Which The Same Was Acquired

By The Contractor . The Corporat ion Shal l Thereafter

Take Over The Materials So Offered Provided The

Quant i t ies Offered Are Not In Excess Of The

Requirements Of The Unexecuted Work As Specif ied

In The Accepted Tender And Are Of Qual i ty And

Specif icat ions Approved By The Engineer .

170

90. Liquidated

Damages For

Delay.

If The Contractor Fai ls To Complete The Works And

Clear The Si te On Or Before The Contract Or Extended

Date(S)/Period(S) Of Complet ion He Shal l Without

Prejudice To Any Other Right Or Remedy Of

Corporat ion On Account Of Such Breach Pay As

Agreed Compensat ion Amount Calculated As

St ipulated Below (Or Such Smaller Amount As May Be

Fixed By The Engineer) On The Contrac t Value Of The

Whole Work Or On The Contract Value Of The Item

Or Group Of Items Of Work For Which Separate

Period Of Complet ion Are Given In The Contract And

Of Which Complet ion Is Delayed For Every Week That

The Whole Of The Work Of Item Or Group Of Items

Of Work Concerned Remains Uncompleted Even

Though The Contract As A Whole Be Completed By

The Contract Or The Extended Date Of Complet ion.

For This Purpose The Term “Contract

Value” Shal l Be The Value Of The Work At Contract

Rates As Ordered Including The Value Of All

Deviat ions Ordered:

(A)Complet ion Period For @ 1 Percent

(Original ly St ipulated Per Week

Or As Extended ) Not

Exceeding 6 Months

(B) Complet ion Per iod For @1/2 Percent

(As Original ly St ipulated Per Week

As Extended )

Exceeding 6 Months And

Not Exceeding 2 Years

(C)Complet ion Period (As @ ¼ Percent

Original ly St ipulated Per Week

Or As Extended )

Exceeding 2 Years

The Under Noted Percentage Of The Contract Value Of

The Item Or Group Of Items Of Work For Which A

Separate Period Of Complet ion Is Given.

When The Delay Is Not A Full Week Or In Multiple Of A Week

But Involves A Fraction Of A Week The Compensation Payable For

That Fraction Shall Be Proportional To The Number Of Days

Involved.

Provided Always That The Total Amount Of

Compensat ion For Delay To Be Paid This Condi t ion

Shal l Not Exceed

(A)Complet ion Period (As 10 Percent

Original ly St ipulated

Or As Extended ) . Not

Exceeding 6 Months

(B) Complet ion Per iod 7 ½ Percent

(As Original ly St ipulated

Or As Extended )

Exceeding 6 Months And

Not Exceeding 2 Years

(C)Complet ion Period 5 Percent

(As Original ly St ipulated

Or As Extended )

Exceeding 2 Years

The Amount Of Liquidated Damages May Be Adjusted

Set Off Against Any Sum Payable To The Contractor

Under This Or Any Other Contract With The

171

Corporat ion Or From The Securi ty Deposi t Of The

Contractor Ent i rely At The Discret ion Of The

Corporat ion.

PART – V

BILLS AND PAYMENTS

91. Method Of

Measurement

Except Where Any General Or Detai led Descript ion Of

The Work In Bi l l s Of Quant i t ies Or Schedule Of

Works/ Items/Quant i t ies Expressly Shown To The

Contrary Bi l ls Of Quant i t ies Shal l Be Deemed To Have

Been Prepared And Measurements Shal l Be Taken In

Accordance With The Procedure Set Forth In The

Schedule Of Rates /Specif icat ions Notwithstanding

Any Provis ion In The Relevant Standard Method Of

Measurement Or Any General Or Local Custom. In The

Case Of Items Which Are Not Covered By The

Schedule Of Rates/ Specif icat ions Measurement Shal l

Be Taken In Accordance With The Relevant Standard

Specif icat ions Publ ished By PWD Govt . Of Maharast ra

And For The Works Not Covered In This Publ icat ion

Measurements Shal l Be Taken As Per The Codes By

Bureau Of Indian Standards . .

92. Records And

Measurement

The Contractor Shal l Submit To The Engineer The

Monthly Statements Of The Est imated Value Of The

Work Completed Less Than The Cumulat ive Amount

Cert i f ied Previously. The Monthly Statements Shal l Be

In The Bi l l Form Specif ied By The Engineer And It

Shal l Be Submit ted On Or Before The Date Inst ructed

By The Engineer . These Monthly Bi l ls Shal l Be

Supported With Detai led Measurements For The Gross

Quant i ty Of The Work Done Duly Deduct ing The

Gross Quant i ty Paid In The Previous Bi l l . The

Contractor Is Permit ted To Copy Down The

Correct ions In The Bi l ls Paid As Per The Engineers

Cert i f icat ion. Upon Receipt Of The Bi l l And

Measurements By The Contractors The Engineer Shal l

Except As Otherwise Stated Ascertain And Determine

By Measurement The Value In Accordance With The

Contract Of Work Done In Accordance Therewith.

Al l Items Having A Financial Value Shal l Be Entered

In Measurement Book Etc. As Prescribed By The

Corporat ion So That A Complete Record Is Obtained

Of All The Works Performed Under The Contract .

Measurements Shal l Be Taken Joint ly By The Engineer

Or His Organisat ion Representat ive And By The

Contractor Or His Organisat ion Representat ive. Before

Taking Measurements Of Any Work The Engineer Or

The Person Deputed By Him For The Purpose Shal l

Give A Reasonable Not ice To The Contractor . If The

Contractor Fai ls To Attend Or Send An Organisat ion

Representat ive For Measurement After Such A Notice

Or Fai ls To Counters ign Or The Object ion Within A

Week From The Date Of Measurement Then In Any

Such Event Measurement Taken By The Engineer Or

By The Person Deputed By Him Shal l Be Taken To Be

Correct Measurements Of The Works And Shal l Be

Binding On The Contractor .

The Contractor Shal l Without Any Extra Charge

Provide Assis tance With Every Appl iance And Other

172

Things Necessary For Measurements .

Measurements Shal l Be Signed And Dated By Both

Part ies Each Day (Of Taking Measurement) On The

Si te On Complet ion Of Measurement .

93. Payments Of

Bi l ls And

Other Claims

The Payment Of Bi l ls And Other Claims Aris ing Out

Of The Contract Wil l Be Made By Account Payee

Cheque Drawn In The Name Of ‘Agency’ .

94. Full

Provis ions

The Rates Inserted By The Corporat ion Against

Various Items Of Work Detai led In Various Parts Of

Scheduled Shal l Be Deemed To Include Every

Allowance Necessary Without Extra Measurement Or

Charge For Meet ing The Requirement Of Various

Components / Parts Of The Contract Documents (Viz

Part icular Specif icat ions PWD Of Standard

Specif icat ions Maharashtra Schedule Of Rates MOST

Specif icat ions BIS Specif icat ions Special Condi t ions

Preambles And Notes To Schedule Of Items

Descript ion Of Schedule Items Which Shal l Al l Be

Read Together And Any Or Of The Fol lowing Unless

Specif ical l y Provided For The Contrary.

a) Compliance With All The Condit ions Of

Contract Including General Condi t ions Of Contract

Schedule Of Rates And Quant i t ies Part icular

Specif icat ions Drawings Including Notes Thereon

Specif icat ions In Standard Specif icat ions Of PWD Of

Maharashtra And MJP Relevant Indian Standard

Specif icat ions Wherever Appl icable. However In Case

Of Any Discrepancy Between Drawing And Tender The

Tender Item And Specif icat ion Shal l Prevai l . If There

Is Discrepancy In Tender Specif icat ions The Order Of

Preference Shal l Be 1s t

Specif icat ion Of Maharashtra

State PWD MJP MOST And Last ly BIS.

b) All Labour Materials Tool And Plants

Equipments And Transport Which May Be Required In

Preparat ion For And In The Ful l And Ent i re Execut ion

And Complet ion Of The Works Including Waste Of

Materials Carr iage And Cartage Carrying In Return Of

Empties Hois t ing Set t ing Fix tures And Fi t t ings In

Posi t ion.

c) Local Condi t ions: Nature Of Works Local

Faci l i t ies For Supply Of Labour And Materials

Accessibi l i ty’s To Si tes And All Other Mat ters

Effect ing The Execut ion And Complet ion Of The

Works.

d) Duties Etc: Payments Of Any Octroi Terminal

Tax Sales Tax Turnover Tax Contract Sales Tax Toll

Tax Ground Rent Royal ty Environmental Cess Local

Bodies Cess Taxes Or Any Duties On Materials

Obtained For The Works And Any Duties In Respect

Of Patent Rights .

e) Supervis ion : Competent Supervis ion Of The

Work.

f) Labour: Reasonable Terms And Condi t ions Of

Employment Liabi l i ty To Pay Compensat ion Wages As

Per Statutory Enactment’s Temporary Accommodat ion

Sani tat ion Compliance With Contract Labour Act 1970

(Regulat ion And Abol i t ion) .

g) Water: Provis ion Of All Water Required

Including Temporary Plumbing And Connect ion.

h) Temporary Work Shops Stores Offices Labour

Camps Etc. Provis ions Of Such Structures Required

For Efficient Execut ion Of The Works And Removing

And Cleaning Up Si te On Complet ion Of Works.

173

i ) Precaut ions Against Risks: Precaut ions To

Prevent Loss Or Damage From All Or Any Risk

Insurance Of Sheds Or Any Temporary

Accommodat ion Provided By The Corporat ion

Watching And Light ing Provis ions Per taining To The

General Condi t ions Of Contract .

j ) Notices Fees Etc. : Compliance With Statutory

Provis ions Of Regulat ions And/ Or Bye Laws Of Any

Local Authori ty And/ Or Any Publ ic Service Company

Or Authori ty Affected By The Works.

k) Set t ing The Works Including All Apparatus

Required.

l ) Site Drainage: Removal Of All Water That May

Accumulate Due To Spring Sub Soi l Water Flood/Tides

And Any Other Causes On The Si te During The

Progress Of The Work.

m) Execut ion Of Work In Workmanl ike Manner

Faci l i t ies For Inspect ion Etc.

n) Rect i f icat ion Of Bad Work: Rect i f ica t ion And/

Or Removal And Reconstruct ion Of Any Work Which

(As Decided By The Engineer) Has Been Executed

With Unsound Or Imperfect Materials Or Unski l led

Workmanship Or Of A Qual i ty Inferior To That

Contracted For Whether During Construct ion Or

Reconstruct ion Prior To The Expiry Of The Defect

Liabi l i ty Period.

o) Responsibi l i ty For Damages And Loss Of All

Construct ion Materials Etc. At The Si te Unt i l Handing

Over To The Corporat ion.

p) Removal Of Rubbish: Removal Of Rubbish &

Debris & Cleaning Of Any Dirt Before Handing Over

All Complet ion Of Woks.

q) Cleaning Si te And Works: Removal By The

Contractor Off The Si te Of Any Tools Plats &

Materials And Sweeping Bui lding Washing Floors

Cleaning Joineries & Removal Of Splashes Of Asphal t

Leaving The Whole Si te Neat And Tidy.

r) Complet ion: Complet ing The Work To The

Sat isfact ion Of The Engineer On Or Before St ipulated

The Date Of Complet ion.

s) Difficul t Posi t ion: Accessibi l i ty Or Otherwise

To Si te Easy Or Dif f icul t Posi t ion In Works.

t ) Errors : Rect i f icat ion Of All Defect s During

Construct ion & Defect Liabi l i ty Period To The

Sat isfact ion Of Engineer .

u) Curved Works Etc. Works Of Any Quant i ty Size

Or Shape Whether Level Incl ined Curved Bat tered Etc.

v) Maker’s Inst ruct ion: Compliance With Make’s

Inst ruct ions In The Case Of Proprietary Art icles

Factory Made Good Of Precast It ems.

w) Waste: Al l Waste Laps Seams Joints (Rough Or

Fair Cut t ing) Straight / Raking Circular And Making

Good.

x) Arti f icial Lights : To Include All

Light ing/Kerosene Or Elect r ic Power As The Case May

Be When Need Arises For Use Of Light ing While

Carrying Out Works.

Construct ion Of Approaches To The Si te Of Work.

Making Arrangements For Proper Access To Works In

The Form Of Stai rs Ladders Lif ts Etc. As Ordered By

The Engineer – In – Charge For Proper Supervis ions

Test ing And Or Inspect ion Of Works Including

Material During Construct ion & Defect Liabi l i ty

Period.

174

95. Inter im

Payment

Inter im Bil ls Shal l Be Submit ted By The Contractor

From Time To Time (But At An Interval Of Not Less

Than One Month) For The Works Executed. The

Engineer Shal l Arrange To Have The Bi l ls Veri f ied By

Taking Or Causing To Be Taken Where Necessary The

Requis i te Measurement Of Work . The Joint

Measurement Shal l Not Be An Excuse For The

Contractor To Submit Intermediate Bi l ls At Monthly

Or Intervals Not Less Than A Month. Al l Inter im Bil ls

Shal l Be Firs t Submit ted By The Contractor With

Detai led Measurements And Thereafter Only The

Engineer Or His Organisat ion Representat ive Shal l

Carry Out Joint Ver i f icat ions Or Otherwise On Record

In The Measurement Book Before Cert i f icat ion Of The

Bi l ls .

Payment On Account For Amount Admissible Shal l Be

Made On The Engineer Cert i fying The Sum To Which

The Contractor Is Considered Ent i t led By Way Of

Inter im Payment For Al l The Work Executed After

Deduct ing There From The Amount Al ready Paid The

Securi ty Deposi t /Retent ion Money And Such Other

Amounts As May Be Deduct ible Or Recoverable In

Terms Of The Contract .

No Inter im Payment Wil l Be Admit ted Unt i l Such Time

The Contractor Have Ful ly Complied With

The Requirement Of The Condi t ion 84 Concerning

Submission And Approval Of Network Schedule For

The Works As Deta i led In Condi t ion 83. A Fixed Sum

Shal l Be Held In Abeyance At The Time Of Next

Inter im Payment For Non Attainment Of

Each Milestone In The Network And Shal l Be Released

Only On Attainment Of The Said Milestone

96. Modificat ion

Of Inter im

Cert i f icate.

An Inter im Cert i f icate Given Relat ing To Work Done

Or Material Del ivered May Be Modified Or Corrected

By Any Subsequent Inter im Cert i f ica te Or By The

Final Cert i f icate. No Cert i f icate Of The Engineer

Support ing An Inter im Payment Shal l Of Itsel f Be

Conclusive Evidence That Any Work Or Materials To

Which It Relates Is /Are In Accordance With The

Contract .

97. Income Tax

The Contractor Shal l Pay Indian Income Tax On All

Payments Made To Him Under The Contract Other

Than Reimbursements Made To Him By The

Corporat ion To Cover Payment By Contractor Of

Minor Custom Duties Etc. Or Any Other Payment

Which The Contractor May Make On The

Corporat ion’s Behalf . Under The Provis ions Of Sec.

194-C Of The Indian Income Tax Act The

Corporat ion Is Required To Deduct Tax With

Surcharge At Source At Prevai l ing Rates From The

Gross Amount Of Each Bi l l Submit ted. Any Expatr iate

Si te Staff Or Staff Not Normal ly Res idents Of India

Employed By The Contractor Shal l Pay Personal

Income Tax On All Money Earned And Paid In India.

The Contractor Shal l Perform Such Dut ies In Regard

To Such Deduct ions Thereof As May Be Imposed On

Him By Such Laws And Regulat ions.

98. Payment Of

Taxes

The Contractor Shal l Pay All The Taxes Direct ly To

Respect ive Organizat ions & To The Government . The

175

Corporat ion Shal l Not Take Any Responsibi l i ty For

Any Kind Of Tax Payment To The Government Or

Semi Government Bodies At Any Point Of Time.

The Prices Quoted By The Contractor Shal l Include All

Customs Dut ies Import Dut ies Excise Dut ies Business

Taxes Income And Other Taxes That May Be Levied In

Accordance To The Laws And Regulat ion In-Force On

The Contractor’s Equipment Materials Suppl ies

(Permanent Temporary And Consumables) To Be Used

On Or Furnished Under The Contrac t And On The

Services To Be Performed Under The Contract .

Nothing In The Contract Shal l Rel ieve The Contractor

From His Responsibi l i ty To Pay Any Tax That May Be

Levied Or On Profi t s Made By Him In Respect Of The

Contract .

The Contractor Shal l Perform Such Dut ies In Regard

To Such Deduct ions Thereof As May Be Imposed On

Him By Such Laws And Regulat ions.

Charges On Account Of Octroi Terminal Or Sales Tax And Other

Duties On Material Obtained For The Works From Any Source

Including The Tax Applicable As Per Maharashtra Sales Tax Act

On The Transfer Of Property In The Goods Involved In The

Execution Of Works Contract (Re-Enacted) Act 1991 Etc. Shall Be

Borne By The Contractor. Under The Provisions Of The

Maharashtra Sales Tax Act The Corporation Is Required To Deduct

Turnover Tax At Source At The Rates Prevailing At The Time Of

Payments.

The Contractor Shal l Submit Form – 31 Or Such Other

Forms As Are Prescribed Under The Said Act Which Is

Required To Be Produced By The Principle Employer

In The Events Of Any Notice By The Sales Tax

Department Within One Month Of Issue Of Let ter Of

Acceptance.

99. Deduct ion Of

Contract Sales

Tax /

Turnover Tax .

The Contractors Are Required To Produce Their

Regis t rat ion For Contract Sales Tax/Turnover Tax To

The Department Before Releasing The 1s t

R.A. Bi l l For

The Work Executed By Them Fai l ing Which No

Payment Shal l Be Release.

100. Provis ional

Sums. (1)”Provis ional Sum” Means A Sum Included In The

Contract And So Designated In The Bi l l Of Quant i t ies

For The Execut ion Of Work Or Supply Of

Goods Materials Or Services Or For Cont ingencies

Which Sum May Be Used In Whole Or In Part Or Not

At Al l At The Direct ion And Discret ion Of The

Engineer . The Contract Price Shal l Inc lude Only Such

Amounts In Respect Of The Work Supply Or Service

To Which Such Provis ional Sum Relate As The

Engineer Shal l Approve Or Determine In Accordance

With This Clause.

(2) In Respect Of Every Provis ional Sum The Engineer

Shal l Have Power To Order To Execute The Work

Including Goods Materials Or Services To Be Suppl ied

By The Contractor . The Contract Price Shal l Include

The Value Of Such Work Executed Or Such Goods

Material Or Services Suppl ied Determined In

Accordance With Clause No. 102.

(3) The Contractor Shal l Produce All Quotat ions

Invoices Vouchers And Accounts Or Receipts In

176

Connect ion With Expendi ture In Respect Of

Provis ional Sums.

101. Rates For

Excess In

Items.

Quant i t ies Shown In The Tender Are Approximate And

No Claim Shal l Be Entertained For Quant i t ies Of Work

Executed Being Ei ther More Or Less Than Those

Entered In The Tender Or Est imate. For Purpose Of

This Contract The Variat ions/Deviat ions In Carrying

Out The Items Of Work Shal l Not Exceed Plus Or

Minus 25 Percent Of Contrac t Sum. The

Deviat ion/Variat ion In The Quant i t y Of Individual

Items Shal l Not Be Taken As Deviat ion Or Variat ion

In The Contract . The Difference Between The Total

Value Of The Work Done And The Contract Sum As

Defined Above Wil l Be Only Be Considered For

Deviat ion/Variat ion .

The Contractor Shal l Arrive At The Rates After

Careful ly Preparing The Rate Analysi s Taking Into

Considerat ion Si te Condi t ions . For Increase Upto 25

Percent Over The Quant i ty Shown In The Bi l l Of

Quant i t ies Shal l Be Paid At The Rate Ment ioned In

The Bi l l Of Quant i t ies . However If The Quant i t y

Increases Beyond 25 Percent Of Quant i ty Shown In

The Bi l l Of Quant i t ies The Excess Quant i ty Beyond 25

Percent Shal l Be Priced As Under:

The Rate Shal l Be Worked Out Based On Schedule

Rate With Contractor`S Quoted Percentage Or Current

Dist r ict Schedule Of Rates Without Contractor`S

Quoted Percentage Which Ever Is Less .

102. Rates For

Extra Items.

Rates For Such Additional Altered Or Substituted Work Shall Be

Determined As Follows:

I) If Rate For Additional Altered Or Substituted Item Of Work Is

Specified In The Bill Of Quantities And Rates The Contractor Shall

Carry Out The Additional Altered Or Substituted Item At The Same

Rate Subject To 100 Above.

I i ) If Rate For Any Addi t ional Al tered Or Subst i tuted

Item Of Work Is Not Included In The Bi l l Of

Quant i t ies And Rates Such Item Of Work Shal l Be

Carried Out At The Relevant Corpora t ion’s Schedule

Of Rates (Publ ic Works Department And M.J .P.

Schedule Of Rates For Thane Dist r ict ) Prevai l ing At

The Time Of Execut ion Of Extra Work (Quoted

Percentage Wil l Not Be Appl icable)

I i i ) If The Rate For Any Addi t ional Al tered Or

Subst i tuted Item Of Work Cannot Be Determined In

The Manner Specif ied In ( I) & ( Ii ) Above Or The Rate

So Determined Is Found To Be Unreasonable Then

The Contractor Wil l Be Paid At Such Fair And

Reasonable Rates As Worked Out By The Engineer On

The Basis Of Material Labour And Operat ions Of

Construct ion Equipment Required To Execute The

Item And Allowing 10 Percent To Cover Profi ts And

Overhead Charges .

(Iv) The Contractor Shall Submit To The Engineer His Detailed

Rate Analysis For Carrying Out Variation Duly Supported With

Quotations And Other Supporting Documents Within 7 Days Of

Written Instructions To Carry Out Variations. If The Contractor’s

Quotation Is Unreasonable The Engineer Orders The Variation And

Makes Change To The Contract Price Which Is Based On His Own

Forecast Of The Variations On The Contractor’s Cost. In Case The

177

Rates Decided By The Engineer Are Not Acceptable To The

Contractor He Shall Continue With The Work And Maintain

Contemporary Records Of Actual Expenses On Day-To-Day Basis

With Joint Assessment/ Verification. The Contractor Is Not Entitle

For Payment Of Actual Expenses As Per Joint Records Added With

10% For Profit And Overheads. Disagreement With The Rate Fixed

By The Engineer Shall Be Informed By The Contractor Before

Commencing The Work Of Variations Failing Which The Rate

Fixed By The Engineer Shall Be Final And Binding On The Parties

To Contract.

103. Overpayment

And

Underpayment

Whenever Any Claim For The Payment Of A Sum To

The Corporat ion Rises Out Of Or Under This Contract

Against The Contractor The

Same May Be Deducted By The Corpora t ion From Any

Sum Then Due Or Which At Any Time Thereafter May

Become Due To The Contractor Under This Contract

And Fai l ing That Under Any Contract With The

Corporat ion Or From Any Other Sum Due To The

Contractor From The Corporat ion (Which May Be

Avai lable With The Corporat ion) Or From His Securi ty

Deposi t /Retent ion Money Or He Shal l Pay The Claim

On Demand.

The Corporation Reserves The Right To Carry Out Post Payment

Audit And Technical Examination Of The Final Bill Including All

Supporting Voucher Abstracts Etc. The Corporation Further

Reserves The Right To Enforce Recovery Of Any Over Payment

When Detected.

If As A Result Of Such Audit And Technical Examination Any

Overpayment Is Discovered In Respect Of Any Work Done By The

Contractor Or Alleged To Have Been Done By Him Under The

Contract It Shall Be Recovered By The Corporation From The

Contractor By Any Or All Of The Methods Prescribed Above Or If

Underpayment Is Discovered The Amount Shall Be Duly Paid To

The Contractor By The Corporation.

Provided That The Aforesaid Right Of The Corporat ion

To Adjust Overpayment Against Amount Due To The

Contractor Under Any Other Contract With

Corporat ion Shal l Not Extend Beyond The Period Of

Two Years From The Date Of Payment Of The Final

Bi l l Or In Case The Final Bi l l Is A “Minus” Bi l l From

The Date Of The Amount Payable By The Contractor

Under The “Minus” Bi l l Is Communicated To The

Contractor .

Any Amount Due To The Contractor Under This

Contract For Underpayment May Be Adjusted Against

Amount Then Due Or Which May At Any Time

Thereafter Become Due Before Payment Is To The

Contractor From Him To Corporat ion On Any Other

Contract Or Account Whatsoever.

104. Payment Of

Final Bi l l

Final Joint Measurement Along-With The

Representat ives Of The Contractor Should Be Taken

Recorded And Signed By The Contractors . Contractor

Should Submit The Final Bi l l Within 1 Month Of

Physical Complet ion Of The Work.

If The Contractor Fai ls To Submit The Final Bi l l

Within 1 Month The Corporat ion Staff Wil l Prepare

The Final Bi l l Based On The Joint Measurement

Within Next 3 Months .

Engineer’s Decis ion Shal l Be Final In Respect Of

178

Claims For Defect And Pending Claims Against

Contractors .

No Further Claims Should Be Made By The Contractor

After Submission Of The Final Bi l l And These Shal l

Be Deemed To Have Been Waived And Ext inguished.

Payment Of Those Items Of The Bi l ls In Respect Of

Which There Is No Dispute And Of Items In Dispute

For Quant i t ies And Rates As Approved By The

Commissioner Shall Be Made Within A Reasonable

Period As May Be Necessary For The Purpose Of

Veri f icat ion Etc.

After Payment Of The Final Bi l l As Aforesaid Has

Been Made The Contractor May If He So Desires

Reconsider His Posi t ion In Respect Of A Disputed

Port ion Of The Final Bi l l And If He Fai ls To Do So

Within 84 Days His Disputed Claim Shal l Be Deal t

With As Provided In The Contract .

105.

Receipts To

Be Signed

In Firm’s

Name By Any

One Of The

Partners

Every Receipt For Money Which May Become Payable

Or For Any Securi ty Which May Become Transferable

To The Contractor Under These Present Shal l If Signed

In The Partnership Name By Any One Of The Partners

Be A Good And Sufficient Discharge To The

Commissioner And Corporat ion In Respect Of The

Money Or Securi t y Purport ing To Be Acknowledged

Thereby And In The Event Of Death Of Any Of The

Partners During The Pendency Of This Contract It Is

Hereby Expressly Agreed That Every Receipt By Any

One Of The Surviving Partners Shal l I f So Signed As

Aforesaid Be Good And Sufficient Discharge As

Aforesaid Provided That Nothing In This Clause

Contained Shal l Be Deemed To Prejudice

Or Effect Any Claim Which The Commissioner Or The

Corporat ion May Hereafter Have Against The Legal

Representat ives Of Any Partners So Dying Or In

Respect Of Any Breach Of Any Of The Condi t ions

Thereof Provided Also That Nothing In This Clause

Contained Shal l Be Deemed Prejudice Or Affect The

Respect ive Rights Or Obl igat ions Of The Contractor

And Of The Legal Representat ive Of Any Deceased

Contractors Interest . 106. Payment On

Account Of

Pr ice Var ia t ion

Of Labour

Mater ia l And

POL

Component

As Per The Separate Clause At tached.

107. No Payment On

Account Of

Pr ice Var ia t ion

Of Labour

Mater ia l And

POL

Component

No Material Price Variat ion Wages Escalat ion On

Individual It em On Account Whatsoever And

Compensat ion For ‘Force Majeure’ Etc. Shal l Payable

Under This Contract .

PART-VI

TERMINATION OF CONTRACT AND SETTELEMENT OF DISPUTES

108. Cancel lat ion

Of Contract In

Ful l Or In

Part .

If The Contractor:

(A)At Any Time Makes Defaul t In Proceeding With

The Work With Due Dil igence And Cont inues To Do

So After Not ice In Wri t ing Of Fourteen Days From

The Engineer; Or

179

B) Commits Defaul t In Complying With Any Of The

Terms And Condi t ions Of Contract And Does Not

Remedy It Within Fourteen Days After A

Notice In Wri t ing Is Given To Him In That Behalf By

The Engineer Or

(C)Fai ls To Complete The Works Or Items With

Individual Dates Of Complet ion On Or Before The

Date(S) Of Complet ion And Does Not Complete Them

Within The Period Specif ied In A Notice Given In

Wri t ing In That Behalf By The Engineer Or

(D)Shal l Offer Or Give Or Agree To Give To Any

Person In Corporat ion’s Service Or To Any Other

Person On His Behalf Any Gift Or Considerat ion Of

Any Kind As An Inducement Or Reward For Doing Or

Forbearing To Do Or For Having Done Or Forborne To

Do Any Act In Relat ion To The Obtaining Or

Execut ion Of This Or Any Other Contract For The

Corporat ion Or

(E)Shal l Obtain A Contract With The Corporat ion As

A Resul t Of Ring Tendering Or Other Non-Bona-Fide

Methods Of Compet i t ive Tendering Or

F) Being An Individual Or A Firm Any Partner Thereof

Shal l At Any Time Be Adjudged Insolvent Or Have A

Receiving Order Or Order For Adminis t rat ion Of His

Estate Made Against Him Or Shal l Take Any

Proceedings For Liquidat ion Or Composi t ion (Other

Than Voluntary Liquidat ion For The Purpose Of

Amalgamation Or Reconstruct ion) Under Any

Insolvency Act For The Time Being In Force Or

Make Any Conveyance Of Assignment Of His Effects

Or Composi t ion Or Arrangement For The Benefi t Of

His Credi tors Or Purport So To Do Or If Any

Appl icat ion Be Made Under Any Insolvency Act For

The Time Being In Force For The Sequestrat ion Of His

Estate Or If A Trust Deed Be Executed By Him For

His Credi tors Or

G) Being A Company Shal l Pass A Resolut ion Or The

Court Shal l Make An Order For The Liquidat ion Of

His Affai rs Or A Receiver Or A Manager On Behalf Of

The Debenture Holders Shal l Be Appointed Or

Circumstances Shal l Arise Which Ent i t le The Court

Or Debenture Holders To Appoint A Receiver Or A

Manager Or

H) Shall Suffer An Execution Being Levied On His Goods And

Allow It To Be Continued For A Period Of 21 Days Or

Assigns Transfers Sublets (Engagement Of Labour On A Piece

Work Basis Or Labour With Materials Not To Be Incorporated In

The Work Shall Not Be Deemed To Be Sub-Letting) Or Attempts

To Assign Transfer Or Sub-Let The Entire Works Or Any Portion

Thereof Without The Prior Written Approval Of The Commissioner;

The Commissioner May Without Prejudice To Any Other Right Or

Remedy Which Shall Have Accrued Or Shall Accrue Thereafter To

The Corporation By Written Notice Cancel The Contract As A

Whole Or Only Such Items Of Work In Default From The Contract.

I) In The Case Of Abandonment Of The Work Owing

To Serious Il lness Or Death Of The Cont ractor .

180

109. Action When

Whole Of

Securi ty

Deposi t Is To

Be Forfei ted

In The Cases Ment ioned In Above Clause No. 107 The

Engineer On Behal f Of The Corporat ion Shal l Have

Power To Adopt Any Of The Fol lowing Forces As He

May Deem Best Sui ted To The In terest Of The

Corporat ion.

a) To Rescind The Contract (For Which

Resciss ion Not ice In Wri t ing To The Contractor

Under The Head Of Engineer Shal l Be Conclusive

Evidence) And In That Case The Securi ty Deposi t Of

The Contractor Shal l Stand Forfei ted And Be

Absolutely At The Disposal Of Corpora t ion

b) To Carry Out Work Or Any Part Of The

Departmental l y Debi t ing The Contrac tor With The

Cost Of The Work Expendi ture Incurred On Tools

And Plan And Charges On Addi t ional Supervisory

Staff Including The Cost Of Work Charge

Establ ishment Employed For Get t ing The

Unexecuted Part Of The Work Completed And

Credi t ing Him With The Value Of The Work Done

Departmental l y In All Respects In The Same Manner

And At The Same Rates As If It Had Been Carried

Out By The Contractor Under The Terms Of His

Contract . The Cert i f icate Of The Engineer As To

The Costs And Other Al l ied Expenses So Incurred

And As To The Value Of The Work So Done

Departmental l y And Shal l Be Final And Conclusive

Against The Contrac tor . c) To Order That The Work Of The Cont rac tor Be

Measured Up And To Take Such Par t There Of As Shal l

Be On Executed Out Of His Hands And To Give It To

Another Cont ractor To Comple te In Which Case All

Expenses Incur red On Adver t i sement For Fix ing A New

Cont rac t ing Agency Addi t iona l Supervi sory Staf f

Inc luding The Cost Of Work Charge Establ ishment And

A Cos t Of Work Executed By The New Cont rac t Agency

Wil l Be Debi ted To The Cont rac tor And The Value Of

The Work Done Or Executed Through A New Contractor

Sha l l Be Credi ted To The Contrac tor In Al l Respects

And In The Same Manner And At The Same Rates As If

I t Had Been Car r ied Out By The Contractor Under The

Terms Of This Cont rac t . The Cer t i f ica te Of The

Engineer As To All The Cost Of The Work And Other

Expenses Incur red As Aforesaid For Or In Get t ing The

Unexecuted Work Done By The New Contractor And As

To The Value Of The Work So Done Shal l Be Fina l And

Conclus ive Agains t The Contractor .

In Case The Contract Shal l Be Rescinded Under

Clause (A) Above The Contractor Shal l Not Be

Ent i t le To Recover Or Be Paid Any Sum For Any

Work Therefore Actual ly Performed By Him Under

This Contract Unless And Unt i l The Engineer Shal l

Have Cert i f ied In Wri t ing The Performance Of The

Such Work And The Amount Payable To Him In

Respect Thereof And He Shal l Only Be Ent i t led To

Be Paid The Amount So Cert i f ied In The Event Of

Ei ther Of The Curses Referred To In Clauses (B) Or

(C) Being Adopted And The Cost Of The Executed

Departmental l y Or Through A New Contractor And

Other Al l ied Expenses Exceeding The Value Of The

Such Work Credi ted To The Contractor The Amount

Of Excess Shal l Be Deducted From Any Money Due

To The Contractor By Corporat ion Under The

Contractor Otherwise Howsoever Or From His

Securi ty Deposi t Or The Sale Proceeds There Of

Provided However That Contractor Shal l Have No

181

Claim Against Corporat ion Even If The Cert i f ied

Value Of Work Done Departmental l y Or Through A

New Contractor Exceed The Cert i f ied Cost Of Such

Work And All ied Expenses Provided Always That

Which Ever Of The Three Courses Ment ioned In

Clauses (A) (B) Or (C) Is Adopted By The Engineer

The Contractor Shal l Have No Claim To

Compensat ion For Any Loss Sustained By Him By

Reason His Having Purchased Or Procured Any

Materials Or Entered Into Any Engagements Or

Made Any Advance On Account Of Or With A View

To The Execut ion Of The Work Or The Performance

Of The Contract .

110. Act ion When

The Progress

Of Any

Par t i cular

Por t ion Of The

Work Is

Unsa t i s factory

If The Progress Of Any Part icular Port ion Of The

Work Is Unsat isfac tory The Condi t ions Ment ioned In

Clause 108(B) Be Ent i t led To Lake Act ion Under

Clause After Giving The Contractor 14 Days Not ice In

Wri t ing. The Contractor Wil l Have No Claim For

Compensat ion For Any Loss Sustained By Him Owing

To Such Act ion.

111. Cont rac tor

Remains Liable

To Pay

Compensa t ion

If Act ion Not

Taken Under

Clause 108 And

109

In Any Case In Which Any Of The Powers Conferred

Upon The Engineer By Clauses 108 & 109 Hereof

Shal l Have Become Exercisable And The Same Shal l

Not Have Been Exercised The Non Exercise There Of

Shal l Not Const i tute A Walver Of Any Of The

Condi t ions Thereof And Such Powers Shal l Not

Withstanding The Excisable In The Event Of Any

Future Case Of Defaul t By The Contractor For Which

Under Any Clause Hereof He Is Declared Liable To

Pay Compensat ion Amount ing To The Whole Of This

Securi ty Deposi t And The Liabi l i ty Of The Contractor

For Past And Future Compensat ion Shal l Remain

Unaffected.

112. Power To

Take

Possession Of

Or Require

Removal Or

Sel l

Contractors

Plant .

In The Event Of Engineer Taking Act ion Under Sub

Clauses (A) Or (C) Clause 108 He May If He So

Desires Take Possession Of All Any Tools And Plant

Materials And Store In Or Upon The Work Of The Si te

Thereof Or Belonging To The Contractor Or Procured

By Him And Intended To Be Uses For The Execut ion

Of The Work Or Any Part Thereof Paying Or Allowing

For The Same In Account At The Contract Rates Or In

The Case Of Contract Rates Not Being Appl icable At

Current Market Rates To Be Cert i f ied By The Engineer

Whose Cert i f icate Thereof Shal l Be Final . In The

Alternat ive The Engineer May After Giving Not ice In

Wri t ing To The Contractor Or His Clerk Of The Work

Foreman Or Other Authorises Agent Requires Him To

Remove Such Tools And Plant Material Or Stores From

The Premises Within A Time To Be Specif ied In Such

Not ice And In The Event Of The Contractor Fai l ing To

Comply With Any Such Requis i t ion The Engineer May

Remove Them At The Contractor’s Expenses Or Sel l

Them By Auct ions Or Private Sale On Account Of The

Contractor And At This Risk In All Respect And The

Cert i f icate Of The Engineer As To The Expenses Of

Any Such Removal And The Amount Of The Proceeds

And Expensed On Any Such Sale Shal l Be Final And

Conclusive Against The Contractor .

113. No Interest

For Delayed

Payments Due

It Is Agreed That The Corporat ion Of Or Its Engineer

Or Officer Shal l Not Be Liable To Pay Any Interest Or

Damage With Respect To Any Moneys Or Balance

182

To Disputes

Etc.

Which May Be In Its Or Its Engineer’s Or Officer’s

Hands Owing To Any Dispute Or Dif ference Or Claim

Or Mis-Understanding Between The Corporat ion Of Or

Its Engineer Or Officer On The One Hand And The

Contractor On The Other Or With Respect To Any

Delay On The Part Of The Corporat ion Of Navi

Mumabi Or Its Engineer Or Officers In Making

Periodical Or Final Payments Or In Any Other Respect

Whatever .

Payment To The Contractor Of The Amount Due Under

Each Of The Inter im Payment Cert i f icate Issued By

The Engineer Shal l Be Made By The Corporat ion

Within 45 (Forty Five) Days If Such Cert i f icate Being

Del ivered. If The Corporat ion Makes Late Payment

The Contractor Is To Be Paid Interes t On The Late

Payment In The Next Payment . Interest Shal l Be

Calculated From The Date By Which The Payment

Should Have Been Made Upto The Date When The Late

Payment Is Made At 6% Per Annum. It Is A Term

Under This Contract That Payment Of Interest In

Excess Of 6% Is Barred On Any Amount Payable To

The Contractor On Any Account .

It Is Dis t inct ly Understood And Agreed Between The

Part ies Hereto That Payment For Work Already

Executed By The Contractor Is Not A Condi t ion

Precedent Under This Contract For The Execut ion Of

The Remaining Work.

114. Jurisdict ion In Case Of Any Claim Dispute Or Difference Aris ing

In Respect Of A Contract The Cause Of Act ion

Thereof Shal l Be Deemed To Have Arisen In Navi

Mumbai And All Legal Proceedings In Respect Of Any

Such Claim Dispute Or Difference Shal l Be Inst i tuted

In A Competent Court In The Ci ty Of Navi Mumbai

Only.

115. Final i ty Of

Decis ion And

Non-

Arbi t rabi l i ty

SETTLEMENT Of DISPUTES

If A Dispute/ Disputes Of Any Kind Whatsoever Arises

Between The Contractor And Engineers Representat ive

The Same Shal l Be Referred To The Engineer For His

Decis ion With Deta i led Just i f icat ion. Such Reference

Shal l Be Stated That It Is Inpersunce To This Clause

For Review And Giving Decis ions By The Engineers .

The Engineer Shal l Give His Decis ion Within 14 Days

Of Receipt Of Not ice. If Ei ther Party Is Not Sat isf ied

With The Decis ion Of The Engineer Or The Engineer

Fai ls To Give The Decis ion Within The Period Of 14

Days From The Date Of Receipt Of Not ice Under This

Clause Such A Dispute May Be Referred To

Arbi t rat ion As Per Clause No. 115.

116. Arbi t rat ion Except Where Otherwise Provided For In This Contract

Al l Quest ions And Disputes Relat ing To The Meaning

Of Inst ruct ion Hear In Before Ment ioned Or As To

Any Other Quest ion Claim Right Mat ter Of Handing

Whatsoever If Any Aris ing Out Of Or Relat ing To This

Contract Specif icat ion Est imates Inst ruct ions Orders

Or These Condi t ions Or Otherwise Concerning The

Works Or The Execut ion Or Fai lure To Execute The

Same Where Aris ing During The Progress Of The

Work Or After Complet ion Or Abandonment Thereof

Of Any Matter Direct ly Or Indirect ly Connected With

This Agreement Shal l Be Referred To The Sole

Arbi t rat ion Of The Municipal Commissioner Of Navi

Mumbai Corporat ion C.B.D. Navi Mumbai And If The

Municipal Commissioner Is Unable Or Unwil l ing To

Act As Such Then The Matter In Dispute Shal l Be

183

Referred To Sole Arbi t rat ion Or Such Other Person

Appointed By The Municipal Commissioner Who Is

Wil l ing To Act As Such Arbi t rator . In Case The

Arbi t rator So Appointed Is Unable To Act For Any

Reasons The Municipal Commissioner In The Event Of

Such Inabi l i ty Shal l Appoint Another Person To Act

As Arbi t rator In Accordance With The Terms Of The

Contract . Such Person Shal l Be Ent i t led To Proceed

With The Reference From The State At Which It Was

Left By His Predecessors . It Is Also A Term Of This

Contract That No Person Other Than A Person

Appointed By The Municipal Commissioner As

Aforesaid Should Act As An Arbi t rator .

As Aforesaid The Provis ions Of The Arbi t rat ion And

Conci l iat ion Act 1996 Or Any Statutory Modificat ion

Or Reinactment There Of And The Rules Made There

Under And For The Time Being In Force Shal l Apply

To The Arbi t rat ion Proceedings Under This Clause.

117. Laws

Governing

The Contract–

This Contract Shal l Be Governed By The Indian Laws

For The Time Being In Force.

PART –VII

WORK COMPLETION & DEFECT LIABILITY

118. Clearance Of

Si te On

Complet ion

Upon The Issue Of Any Taking Over Cert i f icate The

Contractor Shal l Clear Away And Remove From That

Part Of The Si te To Which Such Taking-Over

Cert i f icate Relates Al l Contractor’s Equipment Surplus

Materials Rubbish And Temporary Works Of Every

Kind And Leave Such Part Of The S i te And Works

Clean And In A Workman Like Condi t ion To The

Sat isfact ion Of The Engineer . If The Contractor Does

Not Clear The Si te Within 15 Days All Material Wil l

Be Confiscated And No Compensat ion Shal l Be Paid

And The Si te Wil l Be Cleared At Risk And Cost Of

The Contractor .

119. Submissions

Of Final

Complet ion

Drawings.

On Complet ion Of The Work The Contractors Shal l

Furnish Free Of Cost 1 Set Of R.T.F. Of Final

Complet ion Drawings And 6 Bound Sets Of Copies Of

Drawings Showing All The Detai ls Checked And

Signed By The Engineer Within 2 Months Of

Complet ion Of Works. The Payment Of Final Bi l l

Shal l Be Made To The Contractors Af ter Receipt Of

Above Sets . In Case The Contractor Fai ls To Submit

The Complet ion Drawings A Compensat ion At The

Rate Of Rs.5000/- Per Drawing Shal l Be Recovered

From The Final Bi l l s

120. Complet ion

Cert i f icate

(1) As Soon As Work Is Completed The Contractor

Shal l Give Not ice Of Such Complet ion To The

Engineer And Within 28 (Twenty-Eight) Days Of

Receipt Of Such Not ice The Engineer Shal l Inspect

The Works And Shal l Furnish The Contractor With A

Cert i f icate Of Complet ion Indicat ing (A) The Date Of

Complet ion (B) The Defects To Be Rect i f ied By The

Contractor And/Or (C) Items For Which Payment Shal l

Be Made At Reduced Rates .

When Separate Periods Of Complet ion Have Been

Specif ied For Items Or Groups Of Items The Engineer

Shal l Issue Separate Complet ion Cert i f icates For Such

Items Or Groups Of Items. No Cert i f icate Of

184

Complet ion Shal l Be Issued Nor The Works Be

Considered To Be Complete Ti l l The Contractor Shal l

Have Removed From The Premises On Which The

Works Has Been Executed All Scaffold ing Sheds And

Surplus Materials Except Such As Required For

Rect i f icat ion Of Defects Rubbish And All Huts And

Sani tary Arrangements Required For His Workers On

The Si te In Connect ion With The Execut ion Of Works

As Shal l Have Been Erected By The Contractor Or The

Workmen And Cleaned All Dir t From All Parts

Of Bui lding(S) In Upon Or About Which The Work

Has Been Executed Or Of Which He May Have Had

Possession For The Purpose Of Execut ion Thereof

And Cleaned Floors Gut ters And Drains Eased Doors

And Sashes Oiled And Fastenings Labeled The Keys

Clearly And Handed Them Over To The Engineer Or

His Representat ive And Made The Whole Premises Fi t

For Immediate Occupat ion Or Use To The Sat isfact ion

Of The Engineer . If The Contractor Shal l Fai l To

Comply With Any Of The Requirements Of

This Condi t ion As Aforesaid On Or Before The Date

Of Complet ion Of Works The Engineer May At The

Expense Of The Contractor Fulf i l l Such

Requirements And Dispose Of All The Surplus

Material And Rubbish Etc. As He Thinks Fi t And The

Contractor Shal l Have No Claims In Respect Of Any

Such Material Except For Any Sum Actual ly Real ised

By The Sale Thereof Less The Cost Of Fulf i l l ing The

Requirements And Any Other Amount That May Be

Due From The Contractor . If The Expense Of

Fulf i l l ing Such Requirement Is More Than The Amount

Real ises On Such Disposal As Aforesaid The

Contractor Shal l Forthwith On Demand Pay Such

Excess .

The Contractor`S Notice Of Completion As Aforesaid Shall Have

To Accompanied With One Set Of Tracings Of Final Completion

Drawings On RTF And Six Bound Sets Of Copies Of As Built

Drawings Failing Which The Notice Shall Be Deemed To Have Not

Been Issued At All.

(2) If At Any Time Before Completion Of The Entire Work Items

Or Groups Of Items For Which Separate Periods Of Completion

Have Been Specified Have Been Completed The Engineer With The

Consent Of The Contractor Takes Possession Of Any Part Or Parts

Of The Same (Any Such Part Or Parts Being Hereinafter In This

Condition Referred To As "The Relevant Part") Then Not-

Withstanding Anything Expressed Or Implied Elsewhere In This

Contract.

(a) Within 28days (Twenty-Eight Days) Of Date Of Completion Of

Such Items Or Group Of Items Or Possession Of The Relevant Part

The Engineer Shall Issue A Completion Certificate For The

Relevant Part Provided The Contractor Fulfills His Obligation For

The Relevant Part As In Sub-Para (1) Above

(b) The Defects Liability Period In Respect Of Such Items And

Relevant Part Shall Be Deemed To Have Commenced From The

Certified Date Of Completion Of Such Items Or Relevant Part As

The Case May Be.

(c) For The Purpose Of Ascertaining Compensat ion For

Delay Under Clause No. 88 In Respect Of Any

185

Period During Which The Works Are Not Completed

The Relevant Part Shal l Be Deemed To Form A

Separate Item Or Group With Date Of Complet ion As

Given In The Contract Or As Extended Under Clause

No.80 And Actual Date Of Complet ion As Cert i f ied By

The Engineer Under This Condi t ion.

(3) If Any Part Of The Work Shal l Have Been

Substant ial ly Completed And Shal l Have Sat isfactori l y

Passed Any Final Test That May Be Prescribed Under

The Contract The Engineer May Issue A Cert i f icate Of

Complet ion In Respect Of That Part Of The

Works Before Complet ion Of The Whole Works And

Upon The Issue Of Such Cert i f icates The Contractors

Shal l Be Deemed To Have Undertaken To Complete

Any Outstanding Works In That Part Of The Works

During The Period Of Maintenance.

121. Taking Over

Of Work

Corporat ion Wil l Take Over The Work At Any Stage

Whenever Required In The Interest Of Publ ic By

Giving 10 Days Not ice To The Contractor .

122. Defects

Liabi l i ty

Period

The Contractor Shal l Be Responsible To Make

Good And Remedy At His Own Expense Within Such

Period As May Be St ipulated By The Engineer Any

Defects Which May Develop Or Be Not iced Before The

Expiry Of The Period Ment ioned In The Schedule `A '

Hereto From Cert i f ied Date Of Complet ion And

Int imat ion Of Which Has Been Sent To The Contractor

Within 7 Days Of Expiry Of The Said Period By Let ter

Sent By Hand Del ivery Or By Regis tered Post

123. Liabi l i ty For

Defects Or

Imperfect ions

And

Rect i f icat ion

Thereof

If It Shal l Appear To The Engineer Or To His

Representat ive At Any Time During Construct ion

Or Reconstruct ion Or During The Defects‚ Liabi l i t y

Period That Any Work Has Been Executed With

Unsound Imperfect Or Unski l l ful Workmanship Or

That Any Materia l Or Art icle Provided By The

Contractor For Execut ion Of Thereof The Work Is

Unsound Or Of A Qual i ty Inferior To That Contracted

For Or Otherwise Not In Accordance With The

Contract Or That Any Defect Shrinkage Or Other

Faul ts Have Appeared In The Work Aris ing Out Of

Defect ive Or Improper Materials Or Workmanship The

Contractor Shal l Upon Receipt Of Not ice In

Wri t ing In That Behalf From The Engineer Forthwith

Rect i fy Or Remove Or Reconstruct The Work So

Specif ied In Whole Or Part As The Case May Require

Or As The Case May Be And / Or Remove The

Materials Or Art icles So Specif ied And Provide Other

Proper And Sui table Materials Or Art icles At His Own

Expense Notwithstanding That The Same May Have

Been Inadvertent ly Passed Cert i f ied And Paid For And

In The Event Of His Fai l ing To Do So Within The

Period To Be Specif ied By The Engineer In His Not ice

Aforesaid The Engineer May Rect i fy Or Remove And

Re-Execute The Work And/Or Remove And Replace

With Others The Materials Or Art icles Complained Of

As The Case May Be By Other Means At The Risk And

Cost Of The Contractor .

In Case Of Repairs And Maintenance Work Splashes

And Droppings From Whitewashing Paint ing Etc. Shal l

Be Removed And Surfaces Cleaned Simultaneously

186

With Completion Of These Items Of Work In

Individual Rooms Quarters Or Premises Etc. Where

The Work Is Done Without Wait ing For Complet ion Of

All Other Items Of Work In The Contract . In Case The

Contractor Fai ls To Comply With Requirement Of This

Condi t ion The Engineer Shal l Have The Right To Get

The Work Done By Other Means At The Risk And Cost

Of The Contractor .

The Engineer Shal l Give Three Days Not ice In Wri t ing

To The Contractor Before Taking Such Act ion.

The Engineer Reserves The Right To Decide The Rates And Prices

Of The Works As Executed By Other Means At The Risk And Cost

Of The Contractor.

The Cost And Expenses Thereby Incurred On The

Works And Also Such Penal ty As The Engineer May

Impose For Such Wrongful Conduct Of The Contractor

(Which Penal ty The Engineer Shal l Be Competent To

Impose And Agains t The Imposi t ion Of Which Or The

Amount Thereof By The Engineer An Appeal Shal l Lie

Only To The Commissioner Within Seven Days Of The

Order In That Behalf Of The Engineer And The

Decis ions Of The Commissioner Shal l Be Final And

Binding Upon The Contractor) May Be Deducted From

Any Money Due Or To Become Due To The Contractor

Under This Or Any Other Contract Between The

Contractor And The Corporat ion.

124. Maintenance The Contractor Shal l Maintain The Finished Surface

Of The Road For A Period As Specif ied In Contract

Document After The Complet ion Of Work Without

Any Extra Cost To Corporat ion Ir respect ive Of The

Designs Standards And Specif icat ions And Actual

Traff ic Etc. The Contractor Shal l Get The Potholes

Fi l led Up With Asphal t Mix Materials And Keep The

Road Surface In Good Condi t ion Throughout The

Year. 5 Percent Amount Of The Total Work Done

Shal l Be With Held From Running Account Bi l l For

The Period Specif ied In The Contract Document From

The Date Of Complet ion Of Work As Maintenance

Charges Of Mainta ining And Keeping The Road In

Good Condi t ion. This 5 Percent Amount Withheld

Towards Maintenance Charges Shal l Be Allowed To

Be Replaced With Bank Guarantee Or Other

Recognised Forms At Intermediate Stage If So Desired

In Wri t ing. This Maintenance Charges Shal l Be In

Addi t ion To Securi ty Deposi t .

On Complet ion Of The Work In All Respects

Necessary Cert i f icates Wil l Be Issued By The

Engineer And The Defect Liabi l i ty Period Wil l Be

Counted From The Date Of Issue Of Such Cert i f icates

Al l Damages During Execut ion Shal l Be Made Good

By The Contractor At His Cost . He Wil l Be

Responsible For Any Damage To The Road Surface

Including B.T. Surface In Rainy Season And During

Construct ion And Guaranteed Maintenance Period And

No Separate Payment Wil l Be Made For Resort ing

Such Damages.

Defect ive Work Is Liable To Be Rejected At Any

Stage. The Contractor On No Account Can Refuse To

Rect i fy Defects Merely On Reasons That Further

Work Has Been Carried Out . No Extra Payments Shal l

Be Made For Such Rect i f icat ion.

125. Defects The Contract Shal l Not Be Considered As Completed

187

Liabi l i ty

Cert i f icate

Unt i l A Defects Liabi l i ty Cert i f i cate Shal l Have Been

Signed By The Engineer And Del ivered To The

Contractor Stat ing The Date On Which The Contractor

Shal l Have Completed His Obl igat ions To Execute And

Complete The Works And Remedy Any Defects

Therein To The Engineer’s Sat isfact ion. The Defects

Liabi l i ty Cert i f icate Shal l Be Given By The Engineer

Within 28 Days After The Expirat ion Of The Latest

Such Period Or As Soon Thereafter As Any Works

Inst ructed Pursuant To Clauses 121 And Have Been

Completed To The Sat isfact ion Of The Engineer

Provided That The Issue Of The Defects Liabi l i t y

Cert i f icate Shal l Not Be A Condi t ion Precedent To

Payment To The Contractor Of The Retent ion Money.

126. Unfulf i l led

Obl igat ions

Notwithstanding The Issue Of The Defects Liabi l i ty

Cert i f icate The Contractor And The Corporat ion

Shal l Remain Liable For The Fulf i l lment Of Any

Obligat ion Incurred Under The Provis ions Of The

Contract Prior To The Issue Of The Defects Liabi l i t y

Cert i f icate Is Issued And For The Purposes Of

Determining The Nature And Extent Of Any Such

Obl igat ion The Contract Shal l Be Deemed To

Remain In Force Between The Part ies To The

Contract . Notwithstanding The Issue Of The Defect s

Liabi l i ty Cert i f ica te The Contractor And The

Corporat ion Shal l Remain Liable For The

Fulf i l lment Of Any Obligat ion Incurred Under The

Provis ions Of The Contract Prior To The Issue Of

The Defects Liabi l i ty Cert i f icate Is Issued And For

The Purposes Of Determining The Nature And

Extent Of Any Such Obl igat ion The Contract Shal l

Be Deemed To Remain In Force Between The Part ies

To The Contract .

127. Refund Of

Securi ty

Deposi t

The Amount Of Securi ty Deposi t Lodged By A

Contractor Shal l Be Refunded Along With The

Payment Of The Final Bi l l Or After The Expiry Of

The Defect Liabi l i ty Period Which Ever Is Later

Unless The Engineer Is Of The Opinion That In Order

To Safeguard Against Defects And Pending Claims

Against The Contractor It Is Necessary To Retain

More Amount Retained As Retent ion Money.

188

ANNEXURE ‘A’

(See Condition 24)

Safety Provisions

1. Suitable Scaffolds Shall Be Provided For Workmen For All That Cannot Safely Be Done From

The Ground Or From Solid Construction Except Such Short Period Work As Can Be Done

Safely From Ladders. When A Ladder Is Used An Extra Mazdoor Shall Be Engaged For

Holding The Ladder And If The Ladder Is Used For Carrying Materials As Well Suitable

Footholds And Handholds Shall Be Provided On The Ladder And The Ladder Shall Be Given

An Inclination Not Steeper Than ¼ To 1 ( ¼ Horizontal And 1 Vertical).

2. Scaffolding Or Staging More Than 3.25 Meters Above The Ground Or Floor Swung Or

Suspended From An Overhead Support Or Erected With Stationary Support Shall Have A Guard

Rail Properly Attached Belted Braced And Other Wise Secured At Least 1 Meter High Above

The Floor Or Platform Of Such Scaffolding Or Staging And Extending Along The Entire Length

Of The Outside And Ends Thereof With Only Such Openings As May Be Necessary For The

Delivery Of Materials. Such Scaffolding Or Staging Shall Be So Fastened As To Prevent It

From Swaying From The Building Or Structure.

3. Working Platform Gangways And Stairways Shall Be So Constructed That They Do Not Sag

Unduly Or Unequally And If Height Of A Platform Or Gangway Or Stairway Is More Than 3.25

Meters Above Ground Level Or Floor Level It Shall Be Closely Boarded Have Adequate Width

And Be Suitably Fenced As Described In 2 Above.

4. Every Opening In Floor Of A Building Or In A Working Platform Shall Be Provided With

Suitable Means To Prevent Fall Or Persons Or Materials By Providing Suitable Fencing Or

Railing With A Minimum Height Of 1 Meter.

5. Safe Means Of Access Shall Be Provided To All Working Platforms And Other Working

Places. Every Ladder Shall Be Securely Fixed. No Portable Single Ladder Shall Be Over

9 Meters In Length. Width Between Side Rails In A Rung Ladder Shall In No Case Be Less

Than 30 Cm For Ladder Upto And Including 3 Meters In Length. For Longer Ladders This

Width Shall Be Increased By At Least 6 Mm For Each Additional 30 Cm Of Length. Uniform

Step Spacing Shall Not Exceed 30 Cm.

Adequate Precaution Shall Be Taken To Prevent Danger From Electrical Equipment. No

Materials On Any Of The Sites Shall Be So Stacked Or Places As To Cause Danger Or

Inconvenience To Any Person Or The Public. The Contractor Shall Provided All Necessary

Fencing And Lights To Protect Public From Accidents And Shall Be Bound To Bear Expenses

Of Defence Of Every Suit Action Or Other Proceeding At Law That May Be Brought By Any

Person For Injury Sustained Owing To Neglect Of The Above Precautions And To Pay Any

Damages And Costs Which May Be Awarded In Any Such Suit Action Or Proceedings To Any

Such Person Or Which May With The Consent Of The Contractor Be Paid To Compromise Any

Claim By Any Such Person.

Excavation And Trenching :- All Trenches 1.5 Metres Or More In Depth Shall At All Times Be

Supplied With At Least One Ladder For Each 30 Metres In Length Or Fraction Thereof Ladder

Shall Be Extended From Bottom Of Trench To At Least 1 Metre Above Surface Of The Ground

Sides Of A Trench Which Is 1.5 Meters Or More In Depth Shall Be Stepped Back To Give

Suitable Slope Or Securely Held By Timber Bracing So As To Avoid The Danger Of Sides

Collapsing. Excavated Material Shall Not Be Placed Within 1.5 Meters Of Edge Of Trench Or

Half Or Depth Of Trench Whichever Is More. Cutting Shall Be Done From Top To Bottom.

Under No Circumstances Shall Undermining Or Under Cutting Be Done.

7. Demolition : Before Any Demolition Work Is Commenced And Also During The Process Of

The Work

(a) All Roads And Open Areas Adjacent To The Work Site Shall Either Be Closed Or Suitably

Protected.

(b) No Electric Cable Or Apparatus Which Is Liable To Be A Source Of Danger Over A Cable

Or Apparatus Used By Operator Shall Remain Electrically Charged

(c) All Practical Steps Shall Be Taken To Prevent Danger To Persons Employed From Risk Of

Fire Or Explosion Or Flooding. No Floor Roof Or Other Part Of A Building Shall Be So

Overloaded With Debris Or Materials As To Render It Unsafe.

8. All Necessary Personal Safety Equipment As Considered Adequate By The Engineer Shall Be

Available For Use Of Persons Employed On The Site And Maintained In A Condition Suitable

For Immediate Use And The Contractor Shall Take Adequate Steps To Ensure Proper Use Of

Equipment By Those Concerned.

189

(a) Workers Employed On Mixing Asphaltic Materials Cement And Lime Mortars/Concrete

Shall Be Provided With Protective Footwear Handgloves And Goggles.

(b) Those Engaged In Handling Any Material Which Is Injurious To Eyes Shall Be Provided

With Protective Goggles.

(c) Those Engaged In Welding Works Shall Be Provided With Welder’s Protective Eye-Shields.

(d) Stone Breakers Shall Be Provided With Protective Goggles And Protective Clothing And

Seated At Sufficiently Safe Intervals.

(e) When Workers Are Employed In Sewers And Manholes Which Are In Use The Contractor

Shall Ensure That Manhole Covers Are Opened And Manholes Are Ventilated At Least For

An Hour Before Workers Are Allowed To Get Into Them. Manholes So Opened Shall Be

Cordoned Off With Suitable Railing And Proided With Warning Signals Or Boards To

Prevent Accident To Public.

(f) The Contractor Shall Not Employ Men Below The Age Of 18 And Women On The Work Of

Painting With Products Containing Lead In Any Form. Whenever Men Above The Age Of

18 Are Employed On The Work Of Lead Painting The Following Precautions Shall Be

Taken;

(g) No Paint Containing Lead Or Lead Products Shall Be Used Except In The Form Of Paste Or

Ready Made Paint.

(i) Suitable Face Masks Shall Be Supplied For Use By Workers When Paint Is Applied In

The Form Of Spray Or Surface Having Lead Paint Dry Rubbed And Scrapped.

(ii) Overalls Shall Be Supplied By The Contractor To Workmen And Adequate Facilities

Shall Be Provided To Enable Working Painters To Wash During And On Cessation Of

Work.

9. When Work Is Done Near Any Place Where There Is Risk Of Drowning All Necessary

Equipment Shall Be Provided And Kept Ready For Use And All Necessary Steps Taken For

Prompt Rescue Of Any Person In Danger And Adequate Provision Made For Prompt First Aid

Treatment Of All Injuries Likely To Be Sustained During The Course Of The Work.

10 Use Of Hoisting Machines And Tackle Including Their Attachments Anchorage And

Supports Shall Conform To The Following :

(A) (I) These Shall Be Of Good Mechanical Construction Sound Material And Adequate

Strength And Free From Patent Defects And Shall Be Kept In Good Repair And In Good

Working Order.

(Ii) Every Rope Used In Hoisting Or Lowering Materials Or As A Means Of Suspension

Shall Be Of Durable Quality And Adequate StrengthAnd Free From Patent Defects.

(B) Every Crane Driver Or Hoisting Appliance Operator Shall Be Properly Qualified And No

Person Under The Age Of 21 Years Shall Be Incharge Of Any Hoisting Machine Including

Any Scaffold Winch Or Give Signals To Operator.

(C) In Case Of Every Hoisting Machine And Of Every Chain Ring Hook Shackle Swivel And

Pulley Block Used In Hoisting Or Lowering Or As Means Of Suspension Safe Working

Load Shall Be Ascertained By Adequate Means. Every Hoisting Machine And All Gear

Referred To Above Shall Be Plainly Marked With Safe Working Load. In Case Of Hoisting

Machine Having A Variable Safe Working Load Each Safe Working Load And The

Conditions Under Which It Is Applicable Shall Be Clearly Indicated. No Part Of Any

Machine Or Of Any Gear Referred To Above In This Paragraph Shall Be Loaded Beyond

Safe Working Load Except For The Purpose Of Testing.

(D) In Case Of Departmental Machine Safe Working Load Shall Be Notified By The Engineer

As Regards Contractor’s Machine The Contractor Shall Notify Safe Working Load Of Each

Machine To The Engineer Whenever He Brings It To Site Of Work And Get It Verified By

The Engineer.

11. Motors Gearing Transmission Electric Wiring And Other Dangerous Parts Of Hoisting

Appliances Shall Be Provided With Efficient Safeguards Hoisting Appliances Shall Be Provided

With Such Means As Will Reduce To The Minimum Risk Of Accidental Descent Of Load

Adequate Precautions Shall Be Taken To Reduce To The Minimum Risk Of Any Part Of A

Suspended Load Becoming Accidentally Displaced. When Workers Are Employed On Electrical

Installations Which Are Already Energized Insulating Mats Wearing Apparel Such As Gloves

190

Sleeves And Boots As May Be Necessary Shall Be Provided. Workers Shall Not Wear Any

Rings Watches And Carry Keys Or Other Materials Which Are Good Conductors Of Electricity.

12. All Scaffolds Ladders And Other Safety Devices Mentioned Or Described Herein Shall Be

Maintained In A Safe Condition And No Scaffold Ladder Or Equipment Shall Be Altered Or

Removed While It Is In Use. Adequate Washing Facilities Shall Be Provided At Or Near Places

Of Work.

13. These Safety Provision Shall Be Brought To The Notice Of All Concerned By Display On A

Notice Board At A Prominent Place At The Work Spot. Persons Responsible For Ensuring

Compliance With The Safety Provisions Shall Be Named Therein By The Contractor.

14. To Ensure Effective Enforcement Of The Rules And Regulations Relating To Safety Precautions

Arrangements Made By The Contractor Shall Be Open To Inspection By The Engineer Or His

Representative And The Inspecting Officers.

15. Notwithstanding The Above Provisions 1 To 14 The Contractor Is Not Exempted From The

Operation Of Any Other Act Or Rule In Force.

16. Complete Continuous Barricading Of G.I. Sheet Height 1.5 Mtr. With The Ground Clearance Of

0.60 Mtr. From The Ground Level And Completely Supported By M.S. Angles (As Per Design

& Instructions By The Engineer ) Must Be Provided. For Works Of Concrete And Asphalt Road

This Should Be Maintained Till Completion Of Work.

191

ANNEXURE ‘B’

(See Condition No. 27)

DETAILS OF KEY PERSONNEL WITH TENDERER WHO ARE PROPOSED FOR THIS

CONTRACT

Sr No Description Of

Category

Name Qualification Professional

Experience

And Details

Of Works

Carried Out

Since How

Long In

Service

With

Tenderer

Remarks

1. 2. 3. 4. 5. 6. 7.

SIGNATURE OF TENDERER:

DATE:-

192

ANNEXURE ‘C’

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�� : ________________________ +��M� : _______________________

�� : ________________________ +��M� : _______________________

196

ANNEXURE ‘D’

I N D E M N I T Y B O N D

ON STAMP PAPER OF VALUE OF RS. 100/-

In Consideration Of Navi Mumbai Muncipal Corporation Incorporated Under BPMC Act 1949 And

Having Its Office At Blapur Bhavan 1st Floor C.B.D. Belapur Navi Mumbai-400614. (Hereinafter

Referred To As The Corporation Which Expression Shall Unless It Be Repugnant To The Context Or

Meaning Thereof Includes Its Successors Or Assigns) Having Awarded To M/S.

___________________________________________________________

______________________________________________ A Partnership/Proprietorship/Pvt. Ltd./Ltd.

Firm Carrying In Such Name And Style The Business Of Construction (Hereinafter Referred To As

The Contractor Which Expression Shall Unless It Be Repugnant To The Context Or Meaning Thereof

Includes Its Partners Or Partner/Proprietor For The Time Being Or Its Surviving Partner Or His Heirs

And Executors) For The Work Of

____________________________________________________________________________________

____________________________________________________________________________________

______At An ______ Percent Above / Below Estimated Cost Of Rs. ________________________ And

In Compliance With One Of The Terms And Conditions Of The Said Contract.

We M/S. _________________________________________________________________ Being The

Contractor Do Hereby Agree And Undertake And Indemnify And Save Harmless The Corporation In

Consequence Of The Manufacturing Defect Patent Manufacturing Defect And Construction Defect

Found In The Constructed Work At Any Time In A Defect Liability Period Of _______ Years With The

Grant Of Completion Certificate By The Corporation To The Contractor In Accordance With And

Subject To The Provision Of The Said Contract.

It Is Hereby Agreed And Declared That The City Engineer Of The Corporation Or Any Officer Acting

As Such City Engineer Of The Corporation Shall Be The Competent Authority To Decide Upon The

Question As To The Defects In The Construction Of Works And The Remedy To Be Applied By The

Contractor For Their Rectification At His Cost And His Decision Shall Be Final Conclusive And

Binding Upon Both The Corporation And The Contractor Provided That The City Engineer Shall So

Decide After Giving An Opportunity To The Contractor To Represent His Case.

We Hereby Agree And Undertake Irrevocable And Unconditionally To Carry Out Duly Each And Very

Decision Order Direction Or Instruction As May Be Issued By The Said City Engineer Or As The Case

May Be The Officer Of The Corporation In His Behalf And To Rectify Properly And Promptly The

Defect Found By Him.

FOR AND ON BEHALF OF M/S._____________________________________

__________________________________________________________________

Place :- __________________

Date :- __________________

S E A L

Notary Maharashtra State BEFORE ME

Notary Maharashtra State

197

Noted And Registered At _________________________________

Serial Number _______________________________

For & On Behalf Of Corporation.

Accepted By.

198

ANNEXURE – 9

AFFIDAVIT ON STAMP PAPER OF VALUE OF RS. 100/-

I/We Hereby State That We Are Aware Of The Provisions Of Section 10(1) 10(F) & (G) Of The BMPC

Act. 1949 Which Is Reproduced Below And Solemnly State That We Have No Partnership Or Any

Share Of The Any Corporator Of Any Corporation In Our Company And Are Not Associated Presently

Or In The Past With Any Of The Office Bearers Of The Navi Mumbai Corporation Either Directly Of

Indirectly.

Extract Of Sec 10 Of BMPC Act:

10 (E) Subject To The Provision Of Section 13 And 404 A Person Shall Be Disqualified For Being

Elected And For Being A Counceller.

10 (F) Subject To The Provisions Sub-Section (2) Has Directly By Himself Or His Partner Any

Share Or Interest In Any Contract Or Employment With By Or On Behalf Of The

Corporation.”

10(G) “Having Been Elected A Councilor Is Retained Or Employed In Any Professional Capacity

In Connection With Any Cause Of Proceeding In Which By Or On Behalf Of The

Corporation.”

We Are Aware That The Above Information If Found To Be Untrue Or False We Are Liable To Be

Disqualified And The Earnest Money Accompanying The Tender Shall Stand Forfeited To The

Corporation. We Are Also Aware That If The Information Produced Above If Found To Be Untrue Or

False During The Currency Of The Contract. We Shall Be Held To Default And The Contract If Any

Awarded To Us Shall Be Liable To Be Terminated With All Its Concurrences.

Tenderer ………………………………………

Address ……………………………………….

………………………………………

Date The …………….. Day Of ……………… 20 Signature Of Tenderer

Witness ………………………………………

Address ………………………………………

………………………………………

Occupation ……………………………………… Signature Of Witness

199

Affidavit ( On Rs.500/- Stamp Paper)

I ...................................................................................................age ...........................address

.......................................................................... ( Authorized signatory to sign the contract) hereby submit

vide this affidavit in truth that I am the owner of the contracting firm........................................../

authorized signatory and I am submitting the documents in envelope no.1 for the purpose of scrutiny of

the contract. I hereby agree to the conditions mentioned below:-

1. I am liable for action under Indian Penal Code for submission of any false / fraudulent Paper/

information submitted in envelope no.1.

2. I am liable for action under Indian Penal Code if during contract period and defect liability period any

false information false bill of purchased supporting proof of purchase proof of testing submitted by my

staff subletting company or by myself I will liable for action under Indian Penal Code.

3. In am liable for action Indian Penal Code if any paper are found false / fraudulent during contract

period and even after the completion of contract ( finalization of final bill).

(Signature of contractor)

( Seal of company)

200

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Plot No.1& 2,Sect.15A, C.B.D., Belapur, Navi …...1 NAVI MUMBAI MUNICIPAL CORPORATION Plot No.1&...

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Transcript of Plot No.1& 2,Sect.15A, C.B.D., Belapur, Navi …...1 NAVI MUMBAI MUNICIPAL CORPORATION Plot No.1&...