c.b.d. belapur, navi mumbai – 400 614. tender · c.b.d. belapur, navi mumbai – 400 614. tender...

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Signature of Tenderer No. of Corrections Signature of City Engineer 1 NAVI MUMBAI MUNICIPAL CORPORATION C.B.D. BELAPUR, NAVI MUMBAI – 400 614. TENDER CITY ENGINEER DEPARTMENT NMMC/EE (Airoli)/ 259(8)/2017-18 Tender Notice for the work of (42088)Improvement of road from Saibaba mandir to container toilet in Chinchpada at Airoli Sr. No. NMMC Stage Vendor Stage Start Date & Time Expiry Date & Time 1. Release of Tender -- .16/10/2017 10.00 Hrs. .31/10/2017 13.00 Hrs. 2. -- Tender Download .16/10/2017 10.00 Hrs. .31/10/2017 13.00 Hrs. 3. -- Bid Preparation .16/10/2017 10.00 Hrs. .31/10/2017 15.00 Hrs. 4. Superhash Generation & Bid Lock -- .31/10/2017 16.00 Hrs. .01/11/2017 17.00 Hrs. 5. -- Control Transfer of Bid .01/11/2017 17.01 Hrs. .08/11/2017 16.00 Hrs. 6. Envelope 1 Opening -- .08/11/2017 (If Possible) 7. Envelope 2 Opening -- .08/11/2017 (If Possible) Navi Mumbai Municipal Corporation Plot No. 1 & 2, Sector 15A, CBD Belapur, Navi Mumbai. Issued to……………………………….

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Signature of Tenderer No. of Corrections Signature of City Engineer

1

NAVI MUMBAI MUNICIPAL CORPORATION C.B.D. BELAPUR, NAVI MUMBAI – 400 614.

TENDER CITY ENGINEER DEPARTMENT

NMMC/EE (Airoli)/ 259(8)/2017-18 Tender Notice for the work of

(42088)Improvement of road from Saibaba mandir to container toilet in Chinchpada at Airoli

Sr.

No.

NMMC Stage Vendor Stage Start Date & Time Expiry Date &

Time

1. Release of Tender

-- .16/10/2017

10.00 Hrs.

.31/10/2017

13.00 Hrs.

2. -- Tender

Download

.16/10/2017

10.00 Hrs.

.31/10/2017

13.00 Hrs.

3. -- Bid Preparation

.16/10/2017

10.00 Hrs.

.31/10/2017

15.00 Hrs.

4. Superhash

Generation & Bid

Lock

-- .31/10/2017

16.00 Hrs.

.01/11/2017

17.00 Hrs.

5. -- Control Transfer

of Bid

.01/11/2017

17.01 Hrs.

.08/11/2017

16.00 Hrs.

6. Envelope 1

Opening

-- .08/11/2017

(If Possible)

7. Envelope 2

Opening

-- .08/11/2017

(If Possible)

Navi Mumbai Municipal Corporation

Plot No. 1 & 2, Sector 15A, CBD Belapur, Navi Mumbai.

Issued to……………………………….

Signature of Tenderer No. of Corrections Signature of City Engineer

2

SCHEDULE ‘A’

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

appropriate class, by Public Works Department or CIDCO Ltd/ Maharashtra Jeevan

Pradhikaran/Maharashtra Industrial Development Corporation from class VI and above category with

adequate experience of Similar Works Blank Tender forms will be available from .16/10/2017 up to

.31/10/2017 13:00 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

.08/11/2017 upto 3.00 hrs.

1. Name of Work (42088)Improvement of road from Saibaba mandir to container toilet in

Chinchpada at Airoli.

2. Estimated cost of Work Rs. 1215832/-

3. Engineers for this Work Executive Engineer

Concerned Deputy Engineer

4. Period of sale of Tender

documents. From.16/10/2017 to .31/10/2017 downloaded from official web

site (www.nmmc.maharashtra.etenders.in) of the Corporation.

5. Cost of each tender form Rs. 500/- through online payment gateway by Debit/Credit Card of

any Bank or by Net Banking in favour of Navi Mumbai Municipal

Corporation.

6. Earnest Money Rs. 13000/- through online payment gateway by Debit/Credit Card

of any Bank or by Net Banking in favour of Navi Mumbai

Municipal Corporation

Fixed EMD is not Considered for any Tender.

7. Pre-Bid Meeting will be held on NIL at 16.00 Hrs.

at C.B.D. ,Navi Mumbai in the Conference Hall 1st floor.

8. Last date of receipt of tender Upto .08/11/2017 16.00 hours

9. Probable date and time of opening - Date .08/11/2017 at 16.00 hour of tender. (if possible)

10. Eligibility

Registration Class VI with PWD or is equivalent Class with CIDCO and

Upto ( Rs. 15 Lacs)

Turn over Average Annual financial turnover during the last 3 years, ending

31st March of the previous financial year, should be at least 100%

of the estimated cost.

The net worth should be positive

Experience Experience of having successfully completed similar works during last 7

years ending last day of month previous to the one in which

Signature of Tenderer No. of Corrections Signature of City Engineer

3

Applications are invited should be either of the following.

a) One similar completed works costing not less than the amount

equal to 100% of the estimated cost

b) Two similar completed works costing not less than the amount

equal to 50% of the estimated cost

c) Three similar completed works costing not less than the amount

equal to 40% of the estimated cost

Qualified Personnel One Civil Engineers having minimum experience of three

Years.

Equipment Required

Computerized Asphalt Plant within NMMC limit,

Vibratory Roller, Sensor Paver Concrete mixer,

surface Vibrator, Needle Vibrator, Concrete mixer,

shuttering and Centering, As directed by Engineer in

charge

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. Initial Security Deposit Rs. 3% of estimated Cost

AND

Further Security Deposit, Rs. 2 % of estimated cost to be deducted from bills.

13. Completion Period 2 months Months September 2012)

1. Contract as a whole Period of completion 2 Month (Upto 30th

September 2012)

** 2. Part or Groups of items

(i) As a Whole work (i) 2 Month

(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 1 Year

16. Others :- Price Variation clause. –No Price Variation Clause applicable

17. 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%

Signature of Tenderer No. of Corrections Signature of City Engineer

4

with the Technical Document in the form of Bank Guarantee 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/�..8/���-2, ��.12/04/2017)

For online Tender, The Agency Should upload the Scan Copy of Bank guarantee with Technical

Document

18. As per the construction labour welfare Cess Act 1996, a cess of 1% of contract value towards the

welfare of construction labour will be deducted from the bills.

19. Tenderer/ Bidder Should submit Affidavit and Undertaking in Requisite format on Rs100/-

Stamp Paper and All Scheduled in prescribed format.

20. 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)

Signature of Tenderer No. of Corrections Signature of Executive Engineer

1

Navi Mumbai Muncipal Corporation

Name of Work:-(42088)Improvement of road from Saibaba mandir to container toilet in Chinchpada at Airoli

Tender Notice No. 259(8)/2017-2018

SCHEDULE 'B'

Serial

No

Description of Items Specification Estimated

Qty

Estimated

Rate

Unit Amount

1

Excavation for foundation in earth, soil of all types, sand, gravel

and soft murum including removing the excavated material up

to a distance of 50m. 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 u pto

1.5m.)(DSR Rate: 138.00) (Corporation Area: 5.00)

Spec. No. BR-3

Page No.113 /

2012

213.65 144.90 Cu Meter 30957.88

2

Supplying hard murum / kankar at the raod side, including and

stacking etc.(DSR Rate: 91.00) (Corporation Area: 5.00) Spec. No.: MORT

& H-2503.3 122.08 95.55 Cu Meter 11664.74

3

Spreading gravel/hard murum /soft murum and stone dust

over the rubble soiling oversize and size metal layer blandage

on WBM surface etc complete. Spec.no Rd28 page no 379(DSR

Rate: 29.00) (Corporation Area: 5.00)

As Directed By

Engineer-In-

Charge

122.08 30.45 Cu Meter 3717.33

4

compaction murrum with static roller...etc complete(DSR Rate:

6.00) (Corporation Area: 5.00) As Directed By

Engineer-In-

Charge

610.40 6.30 Sq Meter 3845.52

5

Supplying 40 mm. crushed metal of trap / granite / quartzite /

gneiss stone aggregate at the road side, including conveying

and stacking etc. complete for use in bituminous road

surface.(DSR Rate: 686.00) (Corporation Area: 5.00)

Spec. No.: Rd. 33

Page No. 382 61.04 720.30 Cu Meter 43967.11

Signature of Tenderer No. of Corrections Signature of Executive Engineer

2

6

Supplying Stone dust of trap stone aggregate at the road side,

including conveying and stacking etc. complete for use in

bituminous road surface(DSR Rate: 190.00) (Corporation Area:

5.00)

As Directed By

Engineer-In-

Charge

20.35 199.50 Cu Meter 4059.82

7

Spreading oversize and size 40mm/50mm/60mm/80mm metal

including sectioning etc. complete(DSR Rate: 48.00)

(Corporation Area: 5.00)

Spec. No.: Rd. 29

Page No. 379 61.04 50.40 Cu Meter 3076.41

8

Spreading gravel/hard murum/soft murum and stone dust over

the rubble soiling, oversize and size metal layer/blandage on

W.B.M. surface etc. complete(DSR Rate: 29.00) (Corporation

Area: 5.00)

Spec.No.: Rd.28

Page No. 379 20.35 30.45 Cu Meter 619.65

9

Compacting the size metal (150mm loose) layer upto 2.00m

width with Vibratory roller, including necessary labour,

materials and artificial watering etc. complete(DSR Rate: 18.00)

(Corporation Area: 5.00)

Spec. No.: RD 30

Page 380 610.40 18.90 Sq Meter 11536.56

10

Providing and laying 75 mm thick over W.B.M. surface.

milimeter thick modified penetration macadam over prepaied

based by spreading size metal layers of 40 mm nominal size of

30% crusher broken and 70% Hand broken with compaction

with power roller heating and spraying bitumen with sprayer @

of 200 kg per 100 Sq.mtr. spraying key aggregate (12 mm size

chips) and final compaction with power roller(DSR Rate:

183.00) (Corporation Area: 5.00)

Spec. No.:

Bd.M.29 Page

No. 397

610.40 192.15 Sq Meter 117288.36

11

Providing and laying bituminous tack coat 50kg/100 sqmtr over

B.T.Surface by manual/mechanical sprayer including supplying

all materials,preparing the existing surface, heating bitumen

and applying tack coat evenly on the surface etc. complete(DSR

Rate: 37.00) (Corporation Area: 5.00)

As Directed By

Engineer-In-

Charge

3140.50 38.85 Sq Meter 122008.42

Signature of Tenderer No. of Corrections Signature of Executive Engineer

3

12

Providing and laying bituminous macadam in 50/75mm

compacted thickness on prepared surface with specified graded

crushed stone aggregates as per table 500-4, Grading-II for

base/binding course, loading of aggregate with F.E. loader,

heating and mixing of stone aggregate and bitumen in

computerized hot mix plant, transported to site by tippers to

paver, laid over a previously repaired surface with paver

finisher to the required grade, level and alignment and rolling

with power roller and vibratory compactor as per clauses 501.6

and 501.7 to achieve the desired compaction complete as per

clause 504 of MoRT&H specification and including all material,

labour, machinery, lighting, guaring and maintenance of

diversion but excluding cost of primer/tack coat. with Bitumen

VG-grade 30@ 3.4% (percentage by weight of total mix) with

SCADA with fully automatic micro processor based PLC

attachment(DSR Rate: 5442.00) (Corporation Area: 5.00)

As Directed By

Engineer-In-

Charge

78.51 5714.10 Cu Meter 448613.99

13

Providing and laying 30-45 mm compacted thickness

Bituminous Concrete as per design mix (approved by Engineer)

on prepared surface with specified grade stone aggregate as per

Table - 500-18 with bitumen for wearing course including

loading of aggregate with F.E. loader and hot mixing of stone

aggregate and bitumen (including cost of anti-stripping

compound wherever required) in computerised hot mix plant,

transporting the mixed material by tippers to paver and laying

with paver finisher fitted (as per clause 504-3.5) to the required

level and grade and compacting by power rollers and vibratory

rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7

Mpa, to achieve the desired density complete as per clause 509

of MoRT&H specification including all material, labour,

machinery, lighting, guarding and maintenance of diversion

but excluding primer/tack coat Grade-II with Bitumen VG-

grade 30 @ 5.40 % (percent by weight of total mix)(DSR Rate:

8473.00) (Corporation Area: 5.00)

Spec. No.

MORT&H

Clause 509

39.27 8896.65 Cu Meter 349371.44

Signature of Tenderer No. of Corrections Signature of Executive Engineer

4

14

Disposal of excavated material upto 5.00 km lead including

loading and unloading etc. Complete(DSR Rate: 235.64)

(Corporation Area: 0.00)

Page No.249 213.65 235.64 Cu Meter 50344.48

15

Raising height of sewer manhole up to road level including

finding the manholes, excavation, coping in M-15 grade

concrete providing plaster, cement ghotai, curing etc.

complete(DSR Rate: 1476.00) (Corporation Area: 0.00)

As Directed By

Engineer-In-

Charge

10.00 1476.00 Numbers 14760.00

Total Rs.

1215831.71

Say Rs. 1215832.00

Total:-

Contractors Quoted Percentage (+ / -) -

(In Word : _________________________________________________ )

Quoted Amount Rs. -

(In Word : _________________________________________________ )

Signature of Tenderer No. of Corrections Signature of City Engineer

1

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 during office hours from the E-Tenders Cell, or

Downloaded from Official website of the corporation.

2.2 For work of tender amount Rs. 3 lacs above, tender book will be issued online though E-

tendering Website www.nmmc.maharashtra.etenders.in

2.3 Price of Blank Tender form must be purchase through online gateway by Debit, Credit card of

any bank or by way of net banking in favour of NMMC

.

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

conform 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 EMD should be submitted through online payment gateway by Debit/Credit Card of any Bank or by

Net Banking in favour of Navi Mumbai Municipal Corporation .Fixed EMD is not Considered for

any Tender.

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 foreited by the Corporation.

Signature of Tenderer No. of Corrections Signature of City Engineer

2

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 BPMC Act. 1949. The Tenderer shall furnish an Affidavit on a Non-Judicial stamp

paper of Rs.10/- 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.

Signature of Tenderer No. of Corrections Signature of City Engineer

3

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.

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. 3 lacs) in the manner specified in the

following paragraph will be received in any of the following offices / manner :

a) Hon. Commissioner’s office,NMMC;

b) Medical Health Officer’s Office, NMMC; and

c) By courier or by mail within specified time, as indicated above.

The tenders estimated cost above Rs. 3 lacs should be submitted online

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

Signature of Tenderer No. of Corrections Signature of City Engineer

4

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 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 must be paid through online gateway by Debit/Credit Card of any Bank or by

way of net banking in favour of NMMC for Tenders above Rs. 3 lacs .

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 EMD must be paid through online gateway by Debit/Credit Card of any Bank or by way

of net banking in favour of NMMC for Tenders above Rs. 3 lacs.

f) Attested copy of the valid registration certificate (as requested by the eligibility condition at

Annexure ‘A’)

g) Up-to-date valid clearance Certificates for income tax, Sales tax, Cess 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.

k) List of works in tenderer as on the date of submission of the tender Annexure 6.

l) List of machinery and plant immediately available with the Tendere for use ont his work and

list of machinery proposed to be utilized on this work bit 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. 3 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. 3 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

Signature of Tenderer No. of Corrections Signature of City Engineer

5

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

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;

Signature of Tenderer No. of Corrections Signature of City Engineer

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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. 3 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. 3 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

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The Tenders are liable to be rejected if the Tenderer

� Does not submit price of Tender through online payment gateway for Tenders above Rs.. 3 lacs

� Does not submit through 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.

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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.

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/-. 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.

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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.

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Annexure –1

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

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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

(indicate the name of Bank)

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 ...................................................

(indicate the name of bank)

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Annexure –2

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 .........................................................................................

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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

Certified copy of Audiated Balance Sheet

Profit / Loss statement attested

(Yes/No.)

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Previous Financial year (Y-1)

2nd

Previous Financial year (Y-2)

3rd

Previous Financial year (Y-3)

5. Details of Black Listed & Litigation

6. Remarks

Signature of Proprietor or Authorised person of the Firm

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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

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Annexure –5

List of Work in Hand as on the date of submission of this Tender

Sr. 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.

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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

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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.

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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 7

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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

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ACCOMPANIMENT TO THE GOVERNMENT RESOLUTION

PUBLIC WORKS DEPARTMENT NO. CAT/06/04/148, DATED : 16/05/2005

PRICE VARIATION CLAUSE

If during the operative period of the Contract as defined in condition (I) below, there shall

be any variation in the Consumer Price Index (New Series) for Industrial Workers for

Mumbai Center as per the Labour Gazette Published by the Commissioner of Labour,

Government of Maharashtra and/or in the whole-sale Price Index for all commodities

prepared by the office of Economic Advisor, Ministry of Industry, Government of India, or

in the price of petrol/ oil and lubricants and major construction materials like bitumen,

cement, steel, various types of metal pipes etc., then subject to the other conditions

mentioned below, price adjustment on account of

1) Labour component

2) Material Component

3) Petrol, Oil and Lubricants Component

4) Bitumen Component

5) HYSD & Mild Steel Component

6) Cement Component

7) C.I. and D.I. Pipes Component

Calculated as per the formula hereinafter appearing, shall be made. Apart from

these, no other adjustment shall be made to the contract price for any whatsoever.

Component percentage as given below are as the cost of work put to tender. Total of

Labour, Material & POL component shall be 100 and other component shall be as per

actuals.

Sr.NO. Item No. Labour

Component

(K1)

Material

Component

(K2)

Pol

Component

(K3)

1 For New Road Works 49% 47% 4%

2 For WBM Road 42% 49% 9%

3 For WBM & Asphalting 27% 56% 7%

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Road

4 For Asphalting road

works

25% 61% 14%

5 For Drainage Works 41% 52% 7%

6 For Bridge works 39% 58% 3%

7 For Building works 27% 72% 1%

8 Concrete road works 63% 25% 12%

Bitumen Component Actual

HYSD & Mild Steel Component Actual

Cement Component Actual

C.I. and D.I. Pipe Component Actual

Note : If Cement, Steel, Bitumen, C.I. & D.I. Pipes are supplied on Schedule “A” then respective

component shall not be considered. Also if particular component is not relevant same shall be

deleted.

1. Formula for Labour Component :

−=

0

0111

10085.0

L

LLx

KPV

Where,

V1 = Amount of price variation in Rupees to be allowed for Labour Component.

P = Cost of work done during the quarter under Consideration Minus the cost of Cement,

HYSD and Mild Steel, Bitumen C.I. and D.I. Pipes calculated at the basic star rates

as applicable for the tender, consumed during the quarter under consideration.

The star rates shall be considered for the preparation of estimate or at the time of comparison

with new DSR.

K1 = Percentage of Labour Component as indicated above.

L0 = Basic Consumer Price Index for Mumbai center shall be average consumer price

index for the quarter preceding the month in which the last date prescribed for receipt

of tender falls.

L1 = Average consumer price index for Mumbai centre for the quarter under consideration.

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2. Formula for Material Component :

−=

0

0122

10085.0

M

MMx

KPV

Where,

V2 = Amount of price variation in Rupees to be allowed for Material Component

P = Same as worked out for Labour Component

K2 = Percentage of Material Component as indicated above.

M0 = Basic wholesale price index shall be average wholesale price index for the quarter

preceding the month in which the last date prescribed for receipt of tender falls.

M1 = Average wholesale price index during the quarter under consideration.

3. Formula for Petrol, Oil and Lubricant Component :

−=

0

013

10085.03

P

PPx

KPV

Where,

V2 = Amount of price variation in Rupees to be allowed for POL Component

P = Same as worked out for Petrol, Oil and Lubricant Component

K3 = Percentage of Petrol, Oil and Lubricant Component

P0 = Average price of HSD at Mumbai during the quarter preeding the month in which the

last date prescribed for receipt of tender falls.

P1 = Average price of HSD at Mumbai during the quarter under consideration.

4. Formula for Bitumen Component :

( )014 BBQV b −=

Where,

V4 = Amount of price variation in Rupees to be allowed for Bitumen Component.

Qb = Quantity of Bitumen (Grade) in metric tonnes used in the permanent works and

approved enabling works during the quarter under consideration.

B1 = Current Average ex-refinery price per metric tonne of Btumen (Grade…) under

consideration including taxes (Octroi, excise sale tax) during the quarter under

consideration.

B0 = Basic rate of Bitumen in Rupees per metric tonne as considered for working out value

of P or average ex-refinery price in rupees per metric tonne including taxes (Octroi,

excise, sales tax) of Bitumen for the grade of bitumen under consideration prevailing

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quarter preceding the month in which the last date prescribed for receipt of tender

falls, whichever is higher.

5. Formula for HYSD and Mild Steel Component :

( )

TxSI

SISISV

0

0105

−=

Where,

V5 = Amount of price variation in Rupees to be allowed for HYSD / Mild Steel Component

S0 = Basic rate of HYSD / Mild Steel in Rupees per metric tonne as considered for working

out value of P

SI1 = Average steel index as per RBI Bulletin for the quarter under consideration

SI0 = Average of Steel Index as per RBI Bulletin for the quarter preceding the month in

which the last date prescribed for receipt of tender falls.

T = Tonnage of Steel used in the permanent works for the quarter under consideration.

6 Formula for Cement Component :

( )Tx

CI

CICICV

0

0106

−=

Where,

V6 = Amount of price escalation in Rupees to be allowed for cement component.

C0 = Basic Rate of cement in Rupees per metric tonne as considered for working out value

of P.

CI1 = Average Cement Index published in the RBI Bulletin for the quarter under

consideration.

CI0 = Average of Cement Index published in the RBI Bulletin for the quarter proceeding the

month in which the last date prescribed for receipt of tender falls.

T = Tonnage of Cement used in the permanent works for the quarter under

consideration.

7 Formula for C.I./D.I. Pipe Component :

( )017 DDQV d −=

Where,

V7 = Amount of price escalation in Rupees to be allowed for C.I./D.I. component.

D0 = Pig Iron basic price in Rupees per tonne during the quarter under consideration

(published by IISCO)

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D1 = Average Pig Iron Price in Rupees per tonne during the quarter under consideration

(published by IISCO).

Qd = Tonnage of C.I./D.I Pipes used in the works during the quarter under consideration.

The following conditions shall prevail :

(i) The operative period of the Contract shall mean the period commencing from the date of

work order issued to the Contractor and ending on the date on which the time allowed for

the completion of the works specified in the Contract for work expires, taking into

consideration the extension of time, if any, for the completion of the work granted by The

Engineer under the relevant clause of the Conditions of Contract in cases other than those

where such extension is necessitated on account of default of the Contractor. The decision

of the Engineer as regards the operative period of the Contract shall be final and binding on

the Contractor. Where any compensation for liquidated damages is levied on the Contractor

on account of delay in completion or inadequate progress under the relevant contract

provisions, for the balance of work from the day of levy of such compensation price

adjustment amount shall be worked out by pegging the indices, L,M,C,P,B,SI and CI to the

levels corresponding to the date from which such compensation is levied.

(ii) This price variation clause shall be applicable to all contracts in B1/B2 & C form but shall not

apply to piece works. The price variation shall be determined during each quarter as per

formula given above in this clause.

(iii) The price variation under this clause shall not be payable for the extra item required to be

executed during the completion of the work and also on the excess quantities of items

payable under the provision of Clause 38/37 of the contractor from B1/B2 resp. since the

rates payable for the extra items / or the extra quantities under clauses are to be fixed as

per current DSR or as mutually agreed to yearly revision till completion of such work. In

other words, when the completion / execution of extra items as well as extra quantities

under clauses 38/37 of the contract from B1/B2 extends beyond the operative date of the

DSR then rates payable for the same beyond the date shall be revised with reference to the

current DSR prevalent at that time on year to year basis or revised in accordance with

mutual agreement thereon, as provided for in the Contract, whichever is less.

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(iv) This clause is operative both ways, i.e. if the price variation as calculated above is on the

plus side, payment on account of the price variation shall be allowed to the Contractor & if it

is on the negative side, the Government shall be entitled to recover the same from the

Contractor and the amount shall be deductible from any amounts due and payable under

the contract.

(v) To the extent that full compensation for any rise or fall in costs to the Contractor is not

entirely covered by the provision of this or other clauses in the contract, the unit rate and

prices included in the contract shall be deemed to include amounts to cover the contingency

of such other actual rise or fall in costs.

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GENERAL CONDITIONS OF CONTRACT

PART - I

INTERPRETATIONS AND DEFINITIONS

1 Singular and

Plura l .

Where the context so requires , words import ing the

s ingular shal l a lso mean the plura l and vice versa.

2 . Gender Words import ing the masculine gender shall a lso

inc lude the feminine gender.

3 . Definit ions (a) ‘Corpora t ion’ shal l mean Navi Mumbai

Munic ipal Corporation as incorpora ted under

the BPMC Act, 1949.

(b) The ‘Munic ipal Commissioner’ shal l mean the

Munic ipal Commissioner of the Corpora t ion,

for the t ime being holding that off ice and a lso

his successor and shall inc lude any off icer

authorized by him.

(c) The ‘Engineer’ shal l mean the Ci ty Engineer

appointed for the t ime being or any other

of f icer or off icers of the Corpora t ion who may

be authorized by the Commissioner to carry out

the functions of the Engineer .

(d) ‘Engineer’s Representa tive’ shal l mean

Executive Engineer/ Deputy Engineer/ Sectional

Engineer /Junior Engineer or any other

munic ipal employee or employees appointed

f rom time to t ime by the ‘Engineer’ to perform

the dut ies se t forth in Clause No.66 hereof and

genera l ly to ass is t the Engineer for the purpose

of the contrac t and whose authori ty shal l be

not i f ied in wri t ing to the contrac tor by the

Engineer .

(e ) The ‘Contrac t’ shal l mean the tender and

acceptance thereof and the formal agreement

i f any, executed between the Contrac tor , and

the Corpora t ion together wi th the documents

referred to there in inc luding these condi t ions

and appendices and any specia l condi t ions , the

specif ica t ions, designs, drawings, pr ice

schedules, bi l ls of quant i t ies and schedule of

ra tes. All these documents taken together shall

be deemed to form one Contrac t and shal l be

complementary to one another.

The order of precedence in case of discrepancies shal l

be as under,

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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 Contrac t .

5 . The Genera l Condi t ions of Contrac t .

6 . Schedule of Rates & Quant i t ies.

7 . The Technical specif ica tions.

8 . The Drawings

9. Schedules & Annexures .

( f ) The ‘Contrac tor’ shal l mean the individual or

f i rm or company whether incorpora ted or not ,

undertaking the Works and shal l inc lude legal

representa tives of such individual or persons

composing such f i rm or unincorpora ted

company or successors of such f i rm or company

as the case may be and permit ted ass igns of

such individual or f irm or company.

(g) ‘Contrac t sum’ means the sum named in the

le t ter of acceptance inc luding physica l

cont ingencies subject to such addi t ion

there to or deduction there-f rom as may be made

under the provis ions here inafter contained.

Note : The contrac t sum shal l inc lude the fol lowing : -

1 . (a) In the case of percentage ra te contrac ts, the

es t imated value of Works as ment ioned in the tender

adjusted by the Contrac tor 's percentage.

(b) In the case of i tem ra te contrac ts, the cost of the

Work arr ived a t a f ter extension of the quant i t ies

shown in schedule of i tems/ quant i t ies by the i tem

ra tes quoted by the tenderer for various i tems and

summation of the extended cost of each i tem.

(c) In case of lump sum contrac t , the sum for which

tender is accepted.

2. Special discount / Rebate/ Trade discount offered by

the tenderer if any and accepted by the

Corpora tion.

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3 . Addi t ions or de let ions that are accepted af ter

opening of the tenders.

4 . Physica l cont ingencies, i f any an accepted by the

Corpora tion.

(h) ‘Excepted r isks’ are r isks due to r iots

(otherwise than among Contrac tors’ employees)

and c ivi 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,

c ivi l war, rebell ion, revolut ion, insurrec t ion,

mil i ta ry or usurped power, any ac t of

government , damage f rom aircraf t , ac ts of god,

such as earthquake, l ightning and

unprecedented f loods and other causes over

which the Contrac tor has no control and

accepted as such by the Commissioner .

( i ) The ‘Si te’ mean the land and other places, more

specif ica l ly ment ioned in the specia l condi t ions

of the tender, on, under, in or through which

the Works or temporary Works are to be

executed and any other lands and places

provided by the Corpora t ion for working space

or any other purpose as may be specif ica l ly

designated in the contrac t as forming part of

the s i 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

obvia te any r isk of accident or fa i lure or which

become necessary for securi ty.

(k) The ‘Works’ shall mean the tasks to be

executed in accordance with the contrac t or

part (s) thereof , as the case may be, and shall

inc lude a ll extra or addi t ional, al tered or

subst i tuted Works as required for performance

of the contrac t .

( l ) ‘Construct ion Plant’ shal l mean al l appl iances

or things of whatever nature required in or

about the execut ion, completion or maintenance

of the Works or temporary Works (as here in

af ter defined) but shal l not include materia ls or

other things intended to form or forming part of

the Works.

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(m) ‘Temporary Works’ shal l mean a ll 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 icat ion and any modif icat ion

of such drawings approved in wri t ing by the

Engineer and such drawings as may f rom t ime

to t ime be furnished or approved in wri t ing by

the Engineer.

(o) ‘Approved’ shal l mean approved in wri t ing

inc luding subsequent conf i rmat ion of previous

verbal approval and “Approval” shal l mean

approval in wri t ing inc luding as aforesaid.

(p) ‘Specif ica t ion’ means the specif ica tion referred

to in the tender and any modif ica t ion thereof or

addi t ion or deduct ion there to as may f rom t ime

to t ime be furnished or approved in wri t ing by

the Engineer.

(q) “Tender” means the Contractor’s priced offer to

the Corpora t ion for the execut ion and

complet ion of the Works and the remedying of

any defects there in in accordance with the

provis ion of the Contrac t , as accepted by the

Let ter of Acceptance.

( r) ‘Let ter of Acceptance’ means the formal

acceptance by the Corpora t ion.

(s) ‘Commencement Date’ means the date upon

which the Contractor receives the not ice to

commence the work issued by the Engineer

pursuant to Clause 80.

( t ) ‘Time for Complet ion’ means the t ime 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 sta ted in the Contract

(or as extended under Clause 83 calcula ted

f rom the Commencement Date.

(u) The ‘Annexure’ referred to in these condi t ions

shal l means the re levant annexure appended to

the tender papers issued by the Corporat ion.

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PART – II

INSTRUCTIONS TO CONTRACTOR

Scope of

Work

The Work to be carr ied out under the Contrac t shal l , except

as otherwise provided in these condi t ions , inc lude al l labour,

materia ls, tools, plant , equipment and t ransport which may

be required in prepara t 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 / i tems /

quant i t ies, and the Bi l ls of Quanti t ies shal l , unless otherwise

s ta ted, be held to inc lude waste on materia ls, carr iage and

cartage , carrying in , return of empties, hois t ing, set t ing,

f i t t ing and f ixing in posi t ion and a l l other labour necessary

in and for the ful l and ent i re execution and completion as

aforesaid in accordance with good pract ice and recognized

principles.

Corrupt or

Fraudulent

Pract ices

The Corpora t ion requires that the bidders /suppl iers /

contrac tors under this tender observe the highest s tandards of

e thics during the procurement and execut ion of such

contrac ts. 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 prac tice” means the of fer ing, giving, receiving or

sol ic i t ing of any thing of va lue to inf luence the act ion of the

publ ic off ic ia l in the procurement process or in contrac t

execut ion; and

b)“f raudulent prac tice” means a misrepresenta tion of fac ts in

order to inf luence a procurement process or a execution of a

contrac t to the detr iment of the Corporat ion, and includes

col lusive pract ice among bidders (prior to or af ter bid

submission) designed to es tabl ish bid prices a t a r t if ic ial non-

compet i t ive levels and to deprive the Corpora t ion of the

benef i ts of the f ree and open compet i t ion;

The Corpora t ion will rejec t a proposal for award i f i t

de termines tha t the Bidder recommended for award has

engaged in corrupt or f raudulent prac t ices in compet ing for

the contrac t in question; The Corpora tion wil l a f i rm

inel igible, e i ther indefini te ly or for a s ta ted period of t ime,

to be awarded a contrac t i f i t a t any t ime determines tha t the

f i rm has engaged in corrupt and f raudulent prac tices in

compet ing for , or in execut ing, a contrac t .

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.

Securi ty The Contrac tor shal l pay a securi ty deposi t equal to f ive

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Deposi t percent of the contrac t sum as securi ty for due fulf i l lment of

the contrac t , unless otherwise s ta ted in the tender documents.

The mode of making this deposit i s as under.

Ini t ia l or contrac t deposi t

A sum, which a long with the earnest money a l ready paid,

amounts to three percent of the contrac t sum shal l be paid

within 15 days af ter receipt of int imation in wri t ing of

acceptance of tender . I t i s optional to the contractor to make

the contrac t deposi t in one of the other of the following ways

:

i ) Wholly in cash or .

i i ) Wholly in form of Nat ional saving Cert i f icate

pledged in favour of the Corpora t ion or Bank

Guarantees / Fixed deposit f rom Nat ional ised /

Scheduled Banks in the enclosed format.

i i i ) Part ly in cash and part ly in form of National saving

Cert if ica te pledged in favour of the Corpora t ion or

Bank Guarantees / Fixed deposi t f rom 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 f rom the Contractor’s running bi l ls at the ra te of

f ive percent and such retention together wi th the contrac t

deposi t made as aforesa id shal l not exceed in the aggregate

f ive percent of the contrac t sum af ter which such re tent ion

wil l cease.

4. Forfe i ture of

Securi ty

Deposi t

Al l compensat ion or other sums of money payable by

the contrac tor under the terms of this contrac t or any

other account whatsoever, may be deducted f rom or

paid by the sale of a suff icient part of this securi ty

deposi t / re tent ion money or f rom the interest a r is ing

there f rom or f rom any sums which may be due or may

become due to the Contrac tor by the Corpora t ion on

any account whatsoever, and in the event of his

securi ty deposit / re tent ion money being reduced by

reason of any such deduction or sa le as aforesa id, the

contrac tor shal l wi thin 15 days of receipt of not ice of

demand f rom the Engineer make good the def ic i t .

In the event of the sa id deposi t having been made by

the contrac tor by del ivery to the Corpora t ion of the

Guarantee of the Bankers of the Contrac tor, and of

the contrac tor under any of the provis ions of this

contrac t becoming subject to or l iable for any penal ty

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for damages l iquidated or unl iquidated or of the said

deposi t becoming forfe i ted any breach or fa i lure or

de termination of contrac t , then, and in such case the

amount of any such penal ty or damages and the

deposi t so forfe i ted is not previously paid to the

Munic ipal Commissioner, shal l immedia tely on

demand be paid by the sa id Bankers to and may be

forfe i ted by the Munic ipal Commissioner under and

in terms of the sa id Guarantee.

5 . Execution of

Contract

Document

The successful tenderer af ter furnishing Ini t ia l

Securi ty Deposit , i s required to execute an Agreement

in duplica te in the form at tached with the tender

documents on a stamp paper of proper value . The

proper value a t present is Rs. 100/- . The agreement

should be s igned within one month f rom the date of

acceptance of the tender

6 . Issue of Work

Order

Work Order wi l l be issued af ter execut ion of contract

document.

7 . Contract

Documents

The Contrac tor shal l be furnished, f ree of charge , two

cert if ied t rue copies of the contrac t documents and a ll

further drawings which may be issued during the

progress of the Work. None of these documents shall

be used by the Contrac tor for any purpose other than

tha t of this contrac t .

8 . Indemnity

Bond

The contrac tor shal l require to execute an Indemnity

Bond for sat isfac tory performance of the enti re projec t

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 af ter complet ion of the projec t .

9 . Licences The successful tenderer should comply s ta tutory

inst ruct ion of contrac t labour & wil l be required to

produce to the sa t isfac tion of the Engineer a va l id

contrac t labour l icence issued in his favour under the

provis ion of the Contrac t Labour Licence (Regula t ion

and Abol i t ion) 1970, before s tar t ing the Work. On

fai lure to do so, the acceptance of the tender is l iable

to be withdrawn and a lso the earnest money is l iable to

be forfei ted.

10. Details to be

Conf ident ia l

The Contrac tor shall t rea t the deta ils of the Contrac t

as private and confident ia l , save in so far as may be

necessary for the purposes thereof , and shal l not

publ ish or disc lose the same or any part iculars thereof

in any t rade or technical paper or e lsewhere without

the previous consent in wri t ing of the Engineer . If any

dispute ar ises as to the necessi ty of any publ icat ion or

disc losure for the purpose of the contrac t the same

shal l be referred to the Corpora t ion whose

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determination shall be f ina l .

11. Off ic ia l

Secrecy

The Contrac tor shall , whenever required, take

necessary s teps to ensure tha t a l l persons employed on

any Work in connect ion with this Contrac t have

not iced that the India off ic ia l Secre ts Act 1923 (XIX

of 1923) appl ies to them and shall continue to apply

even af ter execut ion of such Work under the Contrac t .

12. Assignment The Contrac tor shal l not ass ign t ransfer or at tempt to

ass ign, t ransfer the Contract or any part thereof , or

any benef i t or interest therein or there under otherwise

than by a charge in favour of the Contrac tor’s bankers

of any Money due or to become due under this

contrac t , wi thout the prior wri t ten approval of the

Commissioner.

13. Sub-le t t ing The Contrac tor shall not sub-le t or a t tempt to sub-le t

the whole of the Works.

Except where otherwise provided by the Contrac t , the

Contractor shal l not sub-le t any part of the Works

without the prior wri t ten approval of the Engineer,

which shal l not be unreasonably with-held, and such

approval , i f given, shal l not re l ieve the Contractor

f rom any l iabi l i ty or obl igat ion under defaults and

neglec ts of any sub-contractor , his agents, servants

or Workmen as fully as i f they

were the ac ts, defaul ts or neglec ts of the Contrac tor,

his agents, servants or Workmen. Provided always tha t

the engagement of labour on a piecework basis or

labour with materia l not to be incorpora ted in the

Work shall not be deemed to be a sub-le t t ing under

this Clause.

The Contrac tor shall be responsible for observance by

his sub-contrac tors of the foregoing provis ions

14. Changes in

Const i tut ion

Where the contrac tor is a partnership f i rm,

the prior approval in wri t ing of the Commissioner

shal l be obta ined before any change is made in the

const i tut ion of the f i rm. Where the contrac tor is an

individual or Hindu Undivided family business concern

such approval as aforesa id shal l l ikewise be obtained

before the contrac tor enters into any partnership

agreement where under the partnership f i rm would

have the r ight to carry out the Work hereby undertaken

by the contrac tor . If pr ior approval as aforesa id is not

obta ined the contract shal l be deemed to

have been ass igned 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

sa id condi t ion.

15. Power of

At torney

The contrac tor shall not issue any kind of power of

a t torney in favour of his bankers for rout ine payments

to the contrac tors through Bank.

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16. Contractors

Staff

The Contrac tor shal l employ in and about the

execut ion of Works only such persons as are ski l led

and are experienced in the ir severa l t rades and the

Engineer shal l be a t l iberty to objec t to and require the

Contractor to remove f rom the Works any person,

employed by the Contrac tor 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 .

17. Contractors’

Supervis ion

The Contrac tor shall himself supervise the execut ion

of Works or shal l appoint competent agent approved by

the Engineer to ac t in his s tead. If , in the opinion of

the Engineer the Contrac tor himself not have suff ic ient

knowledge and experience to be capable of receiving

inst ruct ions or cannot give his ful l a t tent ion to the

Works, the Contrac tor shal l a t his own expense,

employ as his accredi ted agent an Engineer or a

sui tably qual if ied and experienced person approved by

the Engineer . The name of the agent so appointed,

a long-with the quali f icat ions, experience and address

shal l be communicated to the Engineer. The agent shal l

be a responsible person adequate ly organisa t ion by the

Contractor to take decis ion on s i te and to spend money

i f required for procuring material and labour e tc.

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 Contrac tor

himself .

I f the Contrac tor fa i ls to appoint a sui table agent as

di rec ted 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 suitable agent is appointed and the

Contractor shal l be held responsible for the delay so

caused to the Works.

18. 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 Contrac tor shal l make his own arrangement for the

engagement of a l l labour local or otherwise.

The Contrac tor shall indemnify the Corpora t ion or any

agent , servant or employee of Corpora t ion for any

lapses on the part of contrac tor on account of non-

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compliance of above referred ac ts.

19. Compliance

with Labour

Regula t ion.

The contrac tor shall pay fa i r and reasonable wages to

the Workmen employed by him, for the contract

undertaken by him. In the event of any dispute ar is ing

between the contrac tor and his Workmen on the

grounds tha t the wages paid are not fa i r and

reasonable, the dispute shal l be referred without de lay

to the Engineer, who shal l decide the same. The

decis ion of the Engineer shal l be conclusive and

binding on the contrac tor but such decision shal l not in

any way af fect the condi t ions in the contrac t regarding

the payment to be made by Corpora t ion a t the same

sanct ioned tender rates.

The employees of the contractor and the sub-contractor

in no case shal l be t rea ted as the employees of the

Corpora t ion at any point of t ime.

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 ar is ing out of and during the course of

employment.

( i i ) Payment of Gratuity Act 1972 .

Gratui ty is payable to an employee under the Act on

sa t isfac tion of certa in condi t ions on separa t ion i f an

employee has completed 5 years service or more or on

death a t the ra te of 15 days wages for every completed

year of service. The Act is appl icable to al l

es tabl 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 benef i ts

payable under the Act are

(a) Pension or family pension on re t i rement or

death as the case may be.

(b) Deposi t l inked insurance on the death in harness

of the Worker.

(c) Payment of PF accumulation on ret i rement /

death e tc.

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( iv) Maternity Benefi t Act 1951

Act provides for leave and some other benef i ts to

women employees in case of conf inement or

miscarr iage e tc.

(v) Contract labour (Regulation and Abol i t ion) Act 1970 .

The Act provides for certain wel fare measures to be

provided by the contractor to contract labour and in

case the contractor 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 trat ion and the Contractor is

required to take a Licence from the designated Off icer .

The Act is appl icable to the es tabl ishments or

Contractor of principle employer i f they employ 20 or

more contract labour.

(vi) Minimum Wages Act 1970

The Contrac tor shal l see tha t the provis ions se t for

under the Minimum Wages Act and Contract

Regula t ion and Abol i t ion Act 1970 with the

Maharashtra Contrac t Labour(regula t ion and abol i t ion)

Rules 1971 as amended f rom time to t ime are ful ly

complied with by him and shal l mainta in necessary

regis ters and records for payment of wages, overt ime,

e tc . made to his Workmen as required by the

Conci l ia t ion Off icer (Centra l ), Minis try of Labour,

Government of India, or such other organisa t ion

person appointed by the Centra l or State Government.

(vi i ) Payment of Wages Act 1936 I t lays down as to by what da te the wages are to be

paid, when i t wi l l be paid and what deduct ions can be

made f rom the wages of the Workers.

(vi i i ) Equal Remuneration Act 1979.

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The Act provides for payment of equal wages for Work

of equal nature to Male & Female Workers and not for

making discrimination against Female employees in

the mat ters of t ransfers , t ra ining and promotions etc.

( ix) Payment of Bonus Act 1965

The Act is appl icable to a l l es tabl 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. 3 ,500/- P.M. or less. The bonus to be paid

to or employees get t ing Rs. 2500/- 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

certa in es tabl ishments. The newly se t up

es tabl ishments are exempted for f ive years in certa in

c i rcumstances. Some of the State Governments have

reduced the employment size f rom 20 to 10 for the

purpose of appl icabil i ty of the Act.

(x) Industr ial Disputes Act 1947

The Act lays down the machinery and procedure for

resolut ion of industr ia l disputes, in what s i tua t ions a

s t r ike or lock-out becomes i l legal and what are the

requirements for laying off or ret renching the

employees or c losing down the es tablishment.

(xi) Industr ial Employment (Standing Orders )

Act 1946

I t i s appl icable to a l l establishments employing 1000

or more Workmen (employment s ize reduced by some

of the States and Centra l Government to 50) . The Act

provides for laying down rules governing the

condi t ions of employment by the employer or mat ters

provided in the Act and get the same cert i f ied by the

designated Authori ty.

(xi i ) Trade Unions Act 1926 The Act lays down the procedure for regis t ra t ion of

t rade unions of Workmen and employers . The t rade

unions regis tered under the Act have been given

certa in immunit ies from civi l and criminal l iabi 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 certa in occupat ion and processes and

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provides for regula t ion of employment of children in

a l l other occupations 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 es tabl ishment which

employees 5 or more inter-s ta te migrant Workmen

through an intermediary ( who has recrui ted Workmen

in one s tate for employment in the es tabl ishment

s i tua ted in another s ta te ) . The inter-s ta te migrant

Workmen, in an es tabl ishment to which this Act

becomes appl icable, a re required to be provided

certa in fac il i t ies such as housing, medical a id,

t ravel ing expenses f rom home upto the es tabl ishment

and back, etc .

(xv) The Building & other Construction

Workers (Regulation of Employment and

Conditions of Service) Act 1996 and the Cess

Act of 1996.

Al l the es tabl ishments who carry on any bui lding or

other construction Work and employs 10 or more

Workers are covered under this ac t . Al l such

establ ishments are required to pay cess a t ra te not

exceeding 2% of the cost of construction as may be

not i f ied by the Government . The employer of the

es tabl ishment is required to provide safe ty measures at

the Building or Construct ion Work and other welfare

measures, such as Canteens, Firs t -Aid fac il i t ies,

Ambulance, Housing accommodation for Workers near

the Workplace e tc. The employer to whom the Act

appl ies has to obta in a regis t rat ion cert i f icate f rom the

Regis ter ing Off icer appointed by the Government .

20. Safety

Provis ions

The Contrac tor shal l a t his own expense arrange for

the safe ty provis ions indica ted in Annexure `A’ or as

required by the Engineer, in respect of al l labour

direc tly or indirec t ly employed for performance of the

Works and shal l provide al l fac i l i t ies in connect ion

therewith. In case the Contrac tor fa i ls to make

arrangements and provide necessary fac il i t ies as

aforesaid, the Engineer shal l be enti t led to do so and

recover the costs thereof f rom the Contrac tor.

21. Provis ion of

Firs t -Aid Box

The contrac tor shal l , a t his own cost , provide and

mainta in a t the s i te of Works a s tandard f i rs t a id box

as di rec ted and approved by the Engineer for the use

of his own as wel l as the Corpora tion`s s taf f on si te .

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22. 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.

23. Personnel. The Contractor shall 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 wi l l approve any proposed

replacement of key personnel only i f the ir

qual if ica tions , abil i t ies and re levant experience are

substant ia l ly equal to or be t ter than those of the

personnel l i s ted in the schedule.

24. Temporary

Si te Off ice for

the Engineer

(For Works

Cost ing Above

Rs. 50 Lacks

Only)

The Contrac tor shal l a t his own cost and to the

sa t isfac tion of the Engineer , provide a si te of f ice of

not less than 25 Sq. Mtr . With brick walls , plas ter ing

inside, rough shahabad f looring and one wri t ing table

with s ix chairs and large s ize s tee l cupboard. He shal l

a lso make necessary arrangements for drinking water

and e lec tr ic connection and locking arrangement.

Upon complet ion of the whole work and after clearing

the s i te and upon expiry of defect l iabi l i ty period, the

Contractor shal l remove the s i te off ice and take

possession of the furni ture and cupboards provided by

him in the condi t ion i t was on the date of receiving

back the same.

25. Contractor’s

Off ice Near

Works

The Contrac tor shall have an off ice near the Works a t

which not ice f rom the Engineer may be served and

shal l , be tween the hours of sunrise and sunset on a l l

Working days, have a clerk or some other organisa t ion

person a lways present a t such off ice upon whom such

not ices may be served and service of any not ices lef t

wi th such c lerk or other organisa t ion person or a t such

off ice shal l be deemed good service upon the

Contractor .

26. Permission for

Erect ion &

The Contrac tor shal l obta in permission for erec tion of

s i te off ice, cement godown, s tore, e tc . on payment of

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Removal of

Off ice on

Complet ion of

Work

necessary charges as demanded by the concerned

authori t ies as per the prevai l ing rules . The cement

godown, Watchman cabins, e tc . shal l be provided as

di rec ted and shal l be removed by the Contrac tor on

complet ion of the Work at their cost .

27. Use of

Munic ipal

Land

(a)The Contrac tor shal l not be permit ted to enter on

(other than for inspection purposes) or take possession

of s i te unt i l ins t 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 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.

28. Water Supply

for

Corpora t ion

Work

The water wi ll not be suppl ied by the Corpora t ion. The

Contractor has to make his own arrangements for

supply of water . However on avai labi l i ty of water i t

can be suppl ied a t the organisa t ion Corpora t ion ra te

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and terms and condit ions .

29.

Electr ic

Supply

No power connect ion shal l be provided. The

Contractor shal l make a t his own cost his own

arrangement for power connect ion, i f required.

30. Contractor to

Protec t the

Work

The contrac tor shal l make his own arrangements for

protec ting the Work / protect ion ageis t obstruct ions

f rom any ant i -social e lements by taking a t his / the ir

cost pol ice protec t ion or such other legal methods

through law enforc ing authori t ies and that the

Corpora t ion shal l not be l iable to compensate the

contrac tor on this account. The Corporat ion would

only forward the appl ica t ion of the contrac tor to the

pol ice Dept t . Without any l iabi l i ty against the

Corpora t ion on this account.

31. Fencing,

Watching and

Light ing

The Contrac tor shall provide and mainta in a t his own

expense a l l l ights, guards , fencing and watching when

and where necessary or as required by the Engineer for

the protec t ion of the safe ty and convenience of those

employed on the Works or the publ ic . In the event of

fai lure on the part of the Contrac tor , the Engineer may

with or wi thout not ice to the Contrac tor put up a fence

or improve a fence a l ready put up or provide and/or

improve the l ight ing or adopt such other measures as

he may deem necessary, and a ll the cost of such

procedures as may be adopted by the Engineer shall be

borne by the Contrac tor. In addi t ion the Engineer may

impose such f ines or penalty as the Engineer may deem

reasonable, under Clause No. 53.

32. 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 precautions to prevent loss or

damage and to minimize the loss or damage to the

greatest extent possible and shal l be l iable for any

damage or loss that may happen to the Works or any

part thereof .

The pol icy so obtained shall cover ent i re period of

construction ( inc luding a l l extensions) and a lso shall

cover the Defects Liabi l i ty period. The pol icy shal l be

for the tota l Contract Sum.

Before commencing execution of the Work, the

Contractors shal l wi thout in any way l imit 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

Corpora t ion) or to any person ( inc luding any employee

of the Corpora t ion) by or ar is ing out of the contrac t .

Al l insurances (Car Pol icy) to be affec ted by the

Contractors and/or his sub-contrac tors shal l be taken

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out wi th Direc tora te of Insurance, Maharashtra Sta te

only. In case, however, a part icular aspect is not

covered under the pol icy to be obta ined f rom the

Direc torate of Insurance, Maharashtra s ta te , the

Contractor wi l l be a l lowed to have such insurance

f rom other insurance company with the prior

permission of the Commissioner .

I f the Contractor has a blanket insurance pol icy for a l l

his Works and the pol icy covers a l l the i tems to be

insured under this condi t ion, the sa id pol icy shal l be

ass igned by the Contractor , in favour of the

Corpora t 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 Contrac tor di rec t ly f rom

the insurers. The amount of cla im to the extent

payment made by Corpora t ion shall be direc t ly

re imbursed to Corpora t ion by insurer.

PROVIDED always tha t the Contractor shal l not

be enti 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 Contrac t or not taking

precaut ions to prevent loss or damage or minimize the

amount of such loss or damage.

Where a Corporation`s Building or part thereof is rented by the

Contractor or is allowed to be used by him, he shall insure the entire

building if the building or any part thereof is used by him for the

purpose of storing or using materials of combustible nature as to

which the decision of the Engineer shall 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

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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 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.

I f the Contrac tor and/or his sub-Contrac tors ( if any)

shal l fa i l to ef fec t and keep in force the insurance

referred above for any other insurance which he/ they

may require to effec t under the terms of Contrac t then

and in any such case the Commissioner may without

be ing bound to effec t and keep in force any such

insurance and pay premium or premia as may be

necessary for tha t purpose and f rom t ime to t ime

deduct the amount so paid by the Corpora t ion plus 20

per cent of premium or premia amount as service

charges f rom any money due or which may become due

to the Contractor or recover the same as debt f rom the

Contractor .

33. Contractor to

Preserve

Peace

The Contrac tor shall a t a l l t imes during the progress of

the Work take a l l requis i te precaut ion and use his best

endeavors for prevent ing any r iotous or unlawful

behavior by or amongst the Workers and other

employed on the Works and for the preservat ion of

peace and protec tion of the inhabi tants and securi ty of

property in the neighborhood of the Works. He shall

a lso pay the charges of such specia l pol ice ( i f any) as

the Engineer may deem necessary.

34. Protect ion of

Trees

Trees designated by the Engineer shal l be protec ted

f rom damage during the course of the Work and earth

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level wi thin one metre of each such t ree shal l not

be changed. Where necessary, such t rees shal l be

protec ted by temporary fencing. Al l such cost shal l be

borne by the Contrac tor.

35. Maintenance

of Under-

ground Uti l i ty

Services

Al l the underground ut i l i ty services such as water

pipes, gas pipes, dra ins, sewers, cables e tc . , which

may be met up in or about any excavat ion, shal l if

the Engineer deem i t pract icable, be properly

mainta ined and protected by the Contrac tor himself

or through other agency by means of shoring, s t rut t ing,

planking over , padding or otherwise as di rec ted by the

Engineer during the progress of the Work without

c laiming any extra charges . Any damage to these

underground ut i l i ty services shal l be immedia te ly

remedied by the Contrac tor or by other agency a t his

own cost , fa i l ing which the Engineer may with or

wi thout not ice adopt such measures as he may deem

necessary a t the r isk and cost of the Contrac tor.

I f on the other hand, the Engineer considers i t

impract icable for the Contractor to mainta in any such

underground ut i l i ty services and that the

exigencies of the Work necessi ta te , the breaking down,

removal or divers ion of the said ut i l i ty services, the

cost of such breaking down, removal or divers ion

inc luding that of rebui lding, replac ing, divert ing and

re instat ing of any such ut i 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 direc t for the ra ising or temporary

passage of the water or sewage and the cost of

pumping out or removing as of ten as the Engineer may

direc t , any water or sewage which may escape f rom

any such underground ut i l i ty services, shal l be borne

by the Contrac tor.

The tenderer shal l contact a l l the publ ic bodies, e tc . to

know the under-ground services tha t may be

encountered by him / them during the execution of the

Work and account for the consequences of the s i te

res t ra ints whi le submit t ing the ir tenders. No

compensation / cost shal l be payable on account of any

under-ground services which obstructs the Work and

cause delay.

36. Precaut ions

for Works in

Thorough-

Fares

While the execution of any Work is in progress in any

s t ree t or thoroughfare the Contrac tor a t his own cost

shal l make adequate provis ion for the passage of

t raff ic , for securing safe access to al l premises

approached f rom such s t ree t or thoroughfare, and for

any dra inage, water supply, or means of l ight ing or

any other uti l i ty service which may be interrupted by

reason of execut ion of the Work. Whenever i t may be

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necessary to s top the t raff ic in any s t reet or

thoroughfare permission must f i rs t be obta ined f rom

the Engineer and the Contrac tor 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 direc t for regula t ion of t raff ic . The Work shal l in

such cases be executed night and day or for as long a

period as prac ticable if so ordered by the Engineer,

and with such speed & vigour as he may require, so

tha t the t raff ic may be impeded for as short a t ime as

possible. The Contrac tor shal l remove the barr iers as

soon as the necessi ty for them has ceased. Care shal l

be taken by the Contrac tor to cause the least possible

obstruct ion to t raff ic during the progress of the Work.

37. Traff ic The contrac tor shal l have to make al l necessary

arrangements for regula t ing t raff ic day and night

during the period of construction and to the ent i re

sa t isfac tion of the Engineer .

This inc ludes the construct ion and maintenance of

divers ions, if necessary, a t no extra cost to the

Corpora t ion. The contrac tor shal l provide necessary

caution boards, barr icades, f lags and l ights , watchmen

e tc. so as to comply with the la tes t Motor Vehic le

Rules and Regula t ions and for t raff ic safety. The

contrac tor shal l be responsible for a l l c la ims for the

accidents which may arise due to his negl igence

whether in regula ting t raff ic or in s tacking materia ls

on the road or by any other reason.

38. Pumping out

Water

The Contrac tor wi l l be required to provide and opera te

a t his own cost al l pumps, engines and machinery

requis i te to keep the t renches for the sewer, drains or

foundat ions and a l l other excavat ions c lear of water

whether subsoi l water , storm waste or leakage f rom

tanks, wells, dra ins, sewers, water-mains , t ide water

e tc . so that there may be no accumulat ion of such

water and no se tt ing out may be done, no masonry may

be laid, no concre te deposi ted, no joints made and no

measurements taken in water. The pumping shal l be

cont inued so long after the execution of any port ion of

the Work as the Engineer may consider necessary for

the Work to se t . For the purpose of keeping the

excavat ions as dry as possible the Work would, if

necessary be divided into sec t ions or separa te port ions

as per best Engineering practices and temporary dams

wil l have to be put up by the Contrac tor , sumps for the

suct ion pipes to Work in, wi l l have to be excavated by

the Contrac tor a t such dis tances apart and to such

depths as the as per best Engineering practices. When

the Work progresses other sumps must, f rom t ime to

t ime, be excavated by the Contrac tor, disused sumps

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being f i l led up by him with dry rubble careful ly hand

packed to the sa t isfac tion of the Engineer . The

Contractor wil l not be paid extra for any temporary

dams or sumps or the ir removal or ref i l l ing nor wil l

such Works be taken into measurement in any way,

unless otherwise provided.

The Contrac tor shal l not a l low any accumulat ion of

water e i ther f rom the Discharge of his dewatering

pumps or his water connect ions on si te of his Work.

The Contrac tor shal l make proper provis ion for leading

the pumped discharge to the nearest water entrance,

s torm water drain, manholes, or water course by means

of a wooden or G. I. channel or hose pipe. Under no

c i rcumstances the discharge wil l be a l lowed to f low,

a long a paved surface. If an accumulation is

unavoidable, i t shal l be t rea ted with insect ic ides to the

sa t isfac tion of the Engineer . In case of fa i lure to do

this on the part of Contrac tor such accumulat ion shall

be t rea ted by the Corpora t ion a t the r isk and cost of

the Contrac tor.

The contrac tors should note tha t under no

c i rcumstances any payment for pumping out water

f inding i ts way into t renches, hil l cutt ing, excavated

pi ts , Works s i te e tc . f rom whatever sources will be

permissible unless otherwise specif ica lly ment ioned in

the tender.

39. Storage of

Explosives

The Contrac tor shal l obta in the previous permission of

the competent authori ty such as the Chief of Fire

Services for the Si te , manner and method of s toring

explosives near the s i te of Work. Al l handl ing of

explosives, inc luding s torage , t ransport shal l be

carr ied out under the rules approved by the

“Explosives Department of the Government”.

40. Faci l i t ies to

the Other

Contractors

The contrac tor shal l , in accordance with the

requirements of the Engineer , a fford al l

reasonable faci l i t ies to other Contrac tors engaged

contemporaneously on separa te Contrac ts in

connect ion with the Works and for departmenta l labour

and labour of any other properly organisa t ion authori ty

or s ta tutory body which may be employed a t the

Si te on execution of any Work not inc luded in the

Contract or of any Contrac t which the Corpora t ion may

enter into in connect ion with or anci l la ry to the Works.

41. Prevent ion of

Mosqui to

Breeding a t

Construct ion

Si te

( i )The contrac tor shal l on the respect ive construction

s i te insta ll mosqui to proof and accessible water

s torage tanks or to cover / protec t the present water

s torage tanks properly.

( i i ) The contrac tor shal l periodica l ly give larvaecidal

t rea tment to water storage tanks, s i tes of water

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s tagnat ion, water col lec t ion.

( i i i ) Any expendi ture that may be incurred by the

Corpora t ion to ensure tha t the above condi t ions are

fulf i l led by the contrac tor wi l l be debi table to

contrac tors account and wil l be recovered f rom the

bi l ls of the contrac tor f rom t ime to t ime.

42. Sani ta t ion

The Contrac tor shal l , a t his own cost , make a l l

necessary provis ions for heal th and safety of his

labour / employees. He shall , when required by the

Engineer , provide proper la t r ines and urinals to the

sa t isfac tion of the Engineer in such numbers and in

such locali t ies as he may require, and shal l take a ll

s teps necessary to compel his labour / employees to

resort to such la t r ines and urinals, and shal l dismiss

f rom his employment and remove f rom the Works any

one detec ted obeying the ca l ls of na ture in any place

other than the conveniences a l lotted for such purposes.

The sa id la t r ines shal l be under the superintendence

and orders of the Engineer or his subordinates.

43. Not to Allow

Huts

The Contrac tor shal l , on no account, a l low any huts to

be erec ted on Corpora t ion property unless otherwise

permit ted by the Engineer in wri t ing, to be inhabi ted

af ter 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 Contrac tor against

any of the provis ions of this condi t ion the Contrac tor

shal l be l iable to a penalty not exceeding Rupees

Hundered for every such offense and the same shall be

charged to the account of the Contrac tor .

44. Treasure

Trove Fossi ls

e tc .

Al l fossi ls , coins, a r t icles of va lue or ant iqui ty and

s t ructura l and other remains things of geological or

archaeological interest discovered in or upon the s i te

shal l be absolute property of the Corpora t ion and the

Contractor shal l duly preserve them and shall take

precaut ions to prevent his Workmen or any other

person f rom removing or damaging any such art ic les or

thing and shal l immedia tely upon discovery thereof

and before removal acquaint the Engineer wi th such

discovery and shal l f rom t ime to t ime del iver the same

to such person or persons as the Engineer may f rom

t ime to t ime appoint to receive the same a t the expense

of the Corpora t ion.

45. Patent’ Right

and Royal t ies

The contrac tor shal l save harmless and indemnify the

Corpora t ion f rom and against al l cla ims and

proceedings for or on account of inf r ingement of any

Patent r ights , design t rademark or name of other

protec ted r ights in respect of any construct ional plant,

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machine Work, or materia l used for or in connect ion

with the Works or any of them and f rom and against a l l

c laims, proceedings, damages, costs, charges and

expenses whatsoever in respect thereof or in re la t ion

there to. Except where otherwise specif ied, the

contrac tor shal l pay a l l tonnage and other royal t ies,

rent and other payments or compensat ion, if any, for

ge t t ing s tone, sand, gravel , c lay or other materia ls

required for the Works or any of them.

46. Quarry i )Quarry for extrac t ion of murum, s tone, rubble or any

other materia l shal l not be made avai lable by the

corpora t ion the contrac tor has to make his own

arrangements for quarry a t his cost .

i i )The successful tenderer shal l submit quarry permit

f rom the competent authori ty before s tart ing the Work

.

47. 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 contrac tor to be taken by any of his

employees or any employees of his sub- contrac tor

wi thout the prior approval of the Engineer in wri t ing

and no such photographs shal l be publ ished or

otherwise c i rculated without the approval of the

Engineer in wri t ing.

48. Notices to

Local Bodies

( i )The contrac tor shal l comply with and give al l

not ices required under any Government Authori ty,

Inst rument, rule or order made under any Act of

parl iament, sta te laws or any regula tion or Bye-laws of

any local authori t ies or publ ic ut i l i t ies concern

re la ting to Works. He shal l before making any

varia t ion f rom the contrac t drawings necessi tated by

such compliance give to the Engineer a not ice giving

reasons for the proposed varia t ion and obta ined

Engineer’s inst ruct ions thereon.

( i i ) The contrac tor shal l pay and indemnify the

Corpora t ion against any l iabi l i ty in respect of any fees

or charges payable under any Act of parl iament, s ta te

laws or any Governmenta l Inst rument, rule or order

any regula t ions or bye-laws of any local authori ty or

publ ic ut i l i ty concern in respect of the Works.

49. 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

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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.

50. Use of B. I.S.

Specif ica t ions

In case where no part icular specif ica t ion is given for

any art ic le to be used under the contrac t , the re levant

specif ica t ion, where one B. I.S. exis ts, of the Beauro of

Indian Standards shal l apply.

PART – III

WORK PROCEDURE

51. Possession of

Si te and

Access

There to.

The Corpora tion wil l , wi th 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 Contrac t , i s

to be provided by the Corpora t ion as may be required

to enable the Contrac tor to commence and proceed

with the execut ion of the Works in accordance with the

programme referred to in Clause 86 i f any, and

otherwise in accordance with such reasonable

proposals as the Contrac tor shall , by not ice to the

Engineer make.

The Corpora tion wil l , f rom t ime to t ime 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 Contrac tor to proceed with the execut ion of

the Works with due dispatch in accordance with such

programme or proposals, as the case may be.

52. Fai lure to

Give

Possession

The contrac tor should note tha t the s i te for Work may

be made avai lable by the Corpora tion in ful l or in part

and that the contractor shal l plan his Works to

commensura te with the handing over the s i te . No claim

of compensat ion on account of delay in making

avai lable the Si te shal l be payable to the contrac tor.

However, t ime extension for complet ing the Work

shal l be given to the Contractor in case of such delay.

53. Unforeseeable

Physica l

Obstruct ions

or Condi t ions

If , however, during the execut ion of the Works the

Contractor encounters physica l obstructions or

physica l condi t ions, other than c l imatic condi t ions on

the Si te , which obstruct ions or condit ions were, in his

opinion, not foreseeable by an experienced contrac tor,

the Contrac tor shal l forthwith give not ice thereof to

the Engineer. On receipt of such not ice, the Engineer

shal l , i f in his opinion such obstructions or condi t ions

could not have been reasonably foreseen by an

experienced contractor , a f ter due consulta t ion with the

Contractor , de termine:

any extension of t ime to which the Contrac tor is

ent i t led under Clause 80.

54. Drawings:

Custody of

The Drawings shall remain in the sole custody of

Engineer , but two copies thereof’ shall be furnished to

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Drawings the Contrac tor f ree of charge . The Contrac tor shall

provide and make a t his own expense any further

copies required by him. At the complet ion of

the Contrac t , the Contractor shal l re turn to the

Engineer a l l drawings provided under the Contrac t .

55. One copy of

Drawing to be

Kept on Si te .

One copy of the drawings, furnished to the Contrac tors

as aforesaid, shal l be kept by the Contrac tor on the

s i te and the same shal l a t al l reasonable t imes be

avai lable for inspect ion and use by the Engineer and

the Engineer’s Representa t ive and by any other

persons organisa t ion by the Engineer in wri t ing.

56. Discrepancies

in Drawings

or

Specif ica t ions

The drawings and specif ica t ions are to be considered

as mutual ly explanatory of each other, de ta i led

drawings being fol lowed in preference to smal l scale

drawings and f igured dimensions in preference to sca le

and specia l condit ions in preference to general

condi t ions. Specia l condi t ions or dimensions given in

the specif ica tions shal l supersede a l l else. Should any

discrepancies, however appear, or should any

misunderstanding arise as to the meaning and import

of the sa id specif ica tions or drawings, or as to

meaning and as to the to the dimensions or the qual i ty

of the materia ls or the due and proper execution of the

Works, or as to the measurement or qual i ty and

valuat ion of the Works executed under this Contrac t ,

or as extra thereupon the same shal l be explained by

the Engineer be binding upon the Contractor and

Contractor shall be execute the Work according such

explanat ion (subject as aforesa id) and without extra

charge or deduct ion to or f rom the contrac t and shall

a lso do al l such Work and things as may be © for the

proper complet ion of Works as impl ied by the

Drawings and Specif ica tions, even though such Works

and things are not specif ica l ly shown and described in

the said Drawings and Specif ica t ions . The f inal

decis ion of the Commissioner in case a reference be

made to him under Clause No. 89 be binding upon the

Contractor and Contrac tor shall execute the Works

according to such explanat ion ( subjec t to aforesaid )

and shall a lso do a l l such Works and required things as

may be necessary for the proper complet ion of Works

as impl ied by the drawings and specif ica tions, even

though such Works and things are not specif ica l ly

shown and described in the sa id drawings and

specif ica t ions.

57. Engineer to

have Power to

Issue Further

Drawings or

Inst ruct ions

The Engineer shall have the power and authori ty f rom

t ime to t ime and a t a l l t imes to make and issue such

further drawings and to give such further inst ructions

and direc t ions as may appear to him necessary or

proper for the guidance of the Contrac tor and the good

and suff icient execut ion of the Works according to

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terms of the specif ica t ions and Contrac tor shal l

receive , execute obey and be bound by the same,

according to the t rue intent and meaning thereof , as

ful ly and ef fectual ly as though the same had

accompanied or had been ment ioned or referred to in

the specif ica tion. The Engineer may a lso a l ter or vary

the levels or posi t ion of any Works contemplated by

the specif ica tions, or may order any of the Works

contemplated thereby to be omit ted, wi th or wi thout

the subst i tut ion of any other Works in l ieu thereof , or

may order any Work or any port ion of Work executed

or part ia l ly executed, to be removed, changed or

a l tered, and if needful, may order tha t other Works

shal l be subst i tuted instead thereof and dif ference of

expense occasioned by any such diminut ion or

a l tera t ion so ordered and direc ted shal l be added to or

deducted f rom the amount of this Contrac t as provided

under the Clause No. 101 and 102.

No Work which radical ly changes the original na ture

of the Contract shall be ordered by the Engineer and in

the event of any devia t ion being ordered which in the

opinion of the Contrac tor changes the original na ture

of Contrac t he shal l nevertheless carry i t out and

disagreement as to the nature of the Work and the rate

to be paid therefore shall be resolved in accordance

with Clause No.114.

The t ime for complet ion of the Works, shal l in the

event of any devia t ions resul t ing in addi t ional cost

over the Contrac t Sum being ordered, be extended or

reduced reasonably by the Engineer . The Engineer’s

decis ion in this case shal l be f ina l .

58. Levels

Al l levels referred to in connection with these Works

are based on Great Trigonometric survey (G.T.S. )

levels. The Contractor should a lso keep the level ing

inst rument in good Working condi t ion through out the

period of construct ion Work on si te .

59. Set t ing Out

the Work.

The Engineer shall supply dimensioned drawings,

levels and other information necessary to enable the

Contractor to se t out the works. The Contractor shal l

provide a l l set t ing out appara tus a t his own cost , such

as level ing inst ruments in good working condi t ion and

appl iances, a l l pegs, ranging rods, long measuring

rods, marked metres and organisat ion and each metre

and organisa t ion numbered, pots and s ight-ra i ls ,

boning rods, moulds , templa tes, e tc . together wi th any

reasonable number of labourers tha t may be reuired

and se t 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 isfac t ion of the Engineer

any error found a t any s tage which may arise through

inaccurate se t t ing out . The Contrac tor shal l protec t and

preserve a l l bench marks used in se t t ing out the work

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t i l l the end of Defects Liabi l i ty period unless the

Engineer di rec ts i ts early removal . The Contrac tor

should also keep level ing inst rument in good working

condi t ion throughout the period of construct ion work

on s i te .

60. Works Closed

Between

Sunset and

Sunrise or on

Sundays and

Hol idays

No Work shal l be done between sunset and sunrise or

on Sunday or Municipal hol idays and except with the

specia l sanct ion of the Engineer in wri t ing previously

obta ined and the withholding of such sanct ions shal l

be no ground of complaint on the part of contrac tor or

cause for compensation to him, or excuse for not

complet ing the Work within the contract period. The

period within which the Work has to be carr ied out and

completed has been f ixed in terms of this c lause with

the provis ion tha t the tota l 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

ac tual t ime within which the said hours shal l be

Worked being subjec t to mutual arrangements wi th the

Contractor a t the commencement of the Works or f rom

t ime to t ime as may be required and provided that al l

Works shal l be s topped for rest and meals for one hour

a t about mid-day exclusive of the permissible hours

aforesaid for the Works.

Though sanction may be accorded to the Contractor to

Work on days and a t t imes otherwise normal ly non-

permissible under this Contrac t , the Contrac tor shal l

be required to bear the cost for such supervis ion as in

the opinion of the Engineer may be necessary a t these

t imes.

I t should be dis t inc tly unders tood that the grant ing of

permission to Work extra hours or to Work on Sundays

and hol idays wil l be ent i rely a t the discre t ion of the

Engineer and cannot be c la imed by the contrac tor as a

mat ter of r ight .

I f on the other hand the Engineer requires tha t the

Work shal l be proceeded with on days and a t t imes

otherwise normal ly non-permissible under this contrac t

the contrac tor shall proceed with the Work but he wil l

not be required in such cases to bear the cost of the

Munic ipal es tabl ishment employed a t the t ime.

The contrac tor a t al l t imes during the cont inuance of

this contrac t shal l in a l l his deal ings with local labour

for the t ime being employed on the Works

contemplated by this contrac t have due regard to a l l

local fes t iva ls and re l igious or othe r customs and

a l l disputes, mat ters and quest ions ar is ing between the

contrac tor and any of his agent on the one hand and

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any local labour on the other hand with respect to any

mat ter or thing in any way connected with this contract

shal l be decided by the Commissioner whose decis ion

shal l be f ina l and binding on a l l part ies.

61. Work to be in

Accordance

with Contrac t .

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.

62. Duties and

Powers of the

Engineer’s

Representa t 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 materia l shal l not prejudice

the power of the Engineer thereaf ter to disapprove

such Work or materia l and to order the pul l ing down,

removal or breaking up thereof .

I f the contrac tor shal l be dissa t isf ied with any decis ion

of the representa t ive of the Engineer he shal l be

ent i t led to refer the mat ter to the Engineer who shal l

thereupon confi rm, reverse or very such decis ion.

63. Engineer’s

Decision

The whole of the Work shal l be under the direct ion of

the Engineer, whose decis ion shal l be f ina l , conclusive

and binding on a l l part ies to the contrac t , on a ll

quest ions re la t ing to the construct ion

and meaning of plans , Working drawings, sec t ions and

specif ica t ions connected with the Work.

64. Inst ruct ions to

Contractor

The Contrac tor or his agent shall be in a t tendance a t

the s i te(s) during a l l Working hours and shall

supervise the execut ion of the Works with such

addi t ional ass istance in each t rade as the Engineer may

consider necessary. Orders given to the Contractor’s

agent shall 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 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.

65. Work Order A Work order book shal l be mainta ined on s i te and i t

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Book shal l be the property of Corpora t ion and the Contrac tor

shal l promptly s ign orders given there in by Engineer

or his representa tives and his superior off icers and

comply with them. The Contrac tor shal l report the

compliance in good t ime so tha t i t can be checked. The

contrac tor wi l l be a l lowed to copy out ins t ruct ion

there in f rom t ime to t ime.

66. Management

Meet ing

Ei ther the Engineer or the Contrac tors may require the

other to a t tend Management meeting. 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 a t tending 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 e i ther a t the management meet ings or af ter

the management meet ings and s ta ted in wri t ing to a l l

who at tend the meetings.

67. Materia ls (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.

Off icers of the Corpora t ion concerned with the Work

shal l be ent i t led a t any t ime to inspect and examine

any materia l intended to be used in or on the Works

e i ther on the s i te or a t fac tory or Workshop or other

places where such materia ls are assembled, fabrica ted

or manufactured or a t any place(s) where these are

laying or f rom which these are being obta ined and the

Contractor shal l give such fac i l i t ies as may be required

for such inspect ion and examinat ion. The materia ls

brought on s i te outside Working hours shal l be s tacked

separa tely t i 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 s i te wi thout the prior wri t ten approval of the

Engineer . But whenever the Works are f ina l ly

completed the Contrac tor shal l at his own expense

forthwith remove from the s i te al l surplus materia ls

original ly suppl ied by him.

The Contrac tor shall , a t his own expense and without

de lay, supply to the Engineer samples of materia ls

proposed to be used in the Works. The Engineer shal l

wi thin seven days of supply of samples or wi thin such

further period as he may require and int imated to the

Contractor in wri t ing, inform the Contrac tor whether

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the samples are approved by him or not . I f the samples

are not approved the Contrac tor shal l forthwith arrange

to supply to the Engineer for approval f resh samples

complying with the specif ica t ions laid down in the

contrac t .

The Engineer shal l have ful l powers to require removal

of any or a l l of the materia ls brought to s i te by the

Contractor which are not in accordance with the

contrac t specif ica tions or which do not conform in

character or qual i ty to the samples approved by him.

In case of defaul t on the part of the Contrac tor in

removing the re jec ted materials, the Engineer shal l be

a t l iberty to have them removed by other means. The

Engineer shal l have ful l powers to procure other

proper materia ls to be substi tuted for rejec ted

materia ls and in the event of the Contrac tor refusing to

comply, he may cause the same to be suppl ied by other

means. Al l costs, which may a t tend upon such removal

and/or subst i tut ion shal l be borne by the Contractor .

Subject as here inafter provided in Clause No.98 a ll

charges on account of Octroi , te rminal or sa les tax

and other duties on materia l obta ined for the Works

f rom any source shal l be borne by the Contrac tor.

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 materia ls consumed in tes t shal l be

borne by the Contrac tor in a l l 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.

68. Stock of (a)The Contractor shal l a t his own expense provide and

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Materia ls

Required

furnish himself with sheds and yards in such s i tua tions

and in such numbers as, in the opinion of the Engineer

are requis i te for carrying out the Works under this

contrac t , and the Contrac tor shal l keep a t each of such

sheds and yards a suff icient quant i ty of materia ls in

s tock 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 f ree access to the sa id sheds or

yards a t any t ime for the purpose of inspect ing the

s tock of materia ls so kept in hand any material or

ar t icle , which the Engineer may objec t to , shal l not be

brought upon or used in the Work but shal l be

forthwith removed f rom the sheds or yards by the

Contractor a t his own cost . The Contractor wi l l

however be a llowed to use for the above purpose the

completed portion of the bui ldings if avai lable.

(b) General :

Cement brought on s i te by the Contractors shal l be

s tored 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 organisa t ion agent a t

s i te of Works so that cement

is removed f rom the godown only according to dai ly

requirements wi th the knowledge of both the part ies.

69. Product ion of

Vouchers

The Contrac tor shall , produce al l quotat ions , invoices

vouchers and accounts or receipts e tc . to prove that the

materia ls supplied by him are in conformity with the

specif ica t ions la id down in the Contrac t and the same

are brought to the s i te and ut i l ized on the said Works.

70. 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.

I f any Tools , Plants and equipment brought on s i te , a re

in the opinion of the Engineer inef f icient , bad or of

inferior qual i ty or are unsui ted for the Works then

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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 af ter the

service of a wri t ten order or not ice f rom the Engineer

to tha t effec t and fresh tools, plant and equipment be

subst i tuted in l ieu of tha t ordered to be removed by the

Engineer .

71. Inspect ion &

Approval

Al l Works embracing more than one process shal l be

subjec t to examination and approval at each stage

thereof and the Contrac tor shal l

give due not ice to the Engineer or his organisa t ion

representa tive when each s tage is ready. In defaul t of

such not ice, the Engineer shal l be ent i t led to appra ise

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 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.

72. 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 f rom t ime to t ime direc t for his veri f ica t ion and

shal l reinstate and make good such part to the

sa t isfac tion of the Engineer , if any such part has been

covered up or put out of view af ter be ing approved by

the Engineer and is subsequent ly found on uncovering

to be executed in accordance with the contrac t , the

expenses of uncovering and/or making openings in or

through, re instat ing and making good the same shall be

borne by the Corpora t ion. In any other case a ll such

expenses shal l be borne by the Contrac tor .

73. Contractor to

Search

The Contractor shal l , i f required by the Engineer in

wri t ing, search under the direc tion of the Engineer for

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the cause of any defect , imperfec t ion or faul t

appearing during the progress of the Work or in the

period of maintenance. Unless such defect ,

imperfec t ion or faul t shall be one for which the

Contractor is l iable under the contrac t , the cost of the

Work carr ied out by the Contrac tor in searching as

aforesaid shal l be borne by the Corpora t ion.

If such defect , imperfec t ion or faul t shal l be one for

which Contractor is l iable as aforesa id, the cost of the

Work carr ied out in searching as aforesa id shal l be

borne by the Contrac tor and he shall in such case

repair, rec ti fy and make good such defect ,

imperfec t ion or fault , a t his own expense.

74. Defaul t of

Contractor in

Compliance

In case of defaul t on the part of the Contrac tor in

carrying out such inst ruct ion within the t ime specif ied

there in or, i f non, wi thin a reasonable t ime, the

Corpora t ion shal l be enti t led to employ any other

persons to carry out the same and al l costs consequent

thereon or inc idental there to shal l , a f ter due

consul ta t ion with the Corpora tion and the Contrac tor,

be determined by the Engineer and shall be

recoverable f rom the Contrac tor by the Corpora t ion

f rom any monies due or to become due to the

Contractor and the Engineer shal l not ify the Contrac tor

accordingly.

75. Urgent Works If any Urgent Work ( in respect whereof the decision of

the Engineer shal l be f ina l and binding) becomes

necessary and the Contrac tor is unable or unwil l ing a t

once to carry i t out , the Engineer may by his own or

other Work people, carry i t out as he may consider

necessary. If the urgent Work shal l be such as the

Contractor is l iable under the contrac t to carry out at

his expense a l l expense incurred on i t by the

Corpora t ion shal l be recoverable f rom the Contrac tor

and be adjusted or se t of f against any sum payable to

him.

PART – IV

TIME SCHEDULE AND DELAYS

76. Commenceme

nt Time

The t ime al lowed for execut ion for the Works as

specif ied in the contrac t documents shal l be the

essence of the contrac t . The execut ion of the Works

shal l commence f rom the date specif ied by the

Engineer in wri t ing. If the Contrac tor fai ls or neglec ts

to commence the execution of the Works as

aforesaid, the Corpora t ion shal l wi thout prejudice to

any other r ight or remedy be a t l iberty to forfe i t the

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securi ty deposit absolute ly.

77. Extension of

Time for

Complet ion

due to

Monsoon.

In any case where the t ime prescribed for complet ion

of any Work is exclusive of monsoon period. No new

trench Work should be s tar ted af ter 15t h

May and

exis t ing t renches are required to be re insta ted by 31s t

May every year . The s i te shal l be c leared in al l respect

inc luding removal of surplus material on or before 10t h

June of every year . The monsoon period shall be

deemed to be f rom 10t h

June to 30t h

Sept. of the

ca lendar year .

However, i f the Contractor is permit ted by the

Engineer to Work during any monsoon. Period, a l l

such period shal l be taken into account for the

ca lcula t ing the contrac t period on pro-ra ta basis as

under.

Cost of Work done

Effec t ive during monsoon

days = --------- ---- ---- x No. of days of

Tota l cost of Contrac t period

Contract Work

In the event of the Contractor fa i l ing to comply with

this condi t ion. He shal l be l iable to pay as

compensation as stated in Clause No.90.

78. Extension of

Time due to

Unforsean

events

If the work be delayed by –

(a)Force measure such as ac ts of God, ac t of publ ic

enemy, ac t of government, f loods, epidemics e tc. or

(b) Abnormal ly bad weather, or

I Serious loss or damage by f i re or

(d) Civi l commotion, local combination of

workmen, st r ike or lockout affec ting any of the

t rades employed on the work, or

(e) Delay on the part of other Contrac tor or

t radesmen engaged by the Munic ipal

Corpora t ion in execut ing works not forming part

of the contrac t or

(f ) The reasons s ta ted in condi t ion No 84 and 85.

(g) Any other cause, in the absolute discre t ion of the

Engineer .

Then upon the happening of any such event causing

delay, the Contrac tor shal l immedia te ly give not ice

there of in wri t ing to the Engineer but shal l

nevertheless use constant ly his best endeavors to

prevent or make good the delay and shall do a l l tha t

may be reasonable required to the sa t isfac tion of the

Engineer to proceed with the work.

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Request for extension of t ime, to be el igible for

considera t ion shal l be made by the Contrac tor in

wri t ing within 14 (fourteen) days of the happening of

the event causing delay. The Contrac tor may also, if

prac t icable indica te in such a request the period for

which extension is desi red. In any such case, the

engineer may give a fai r reasonable extension of t ime

for complet ion of individual i tems or groups of i tems

of work for which separa te periods of complet ion are

specif ied in the contrac t or the contact as whole. The

decis ion of the Engineer in regard to the extension wil l

be communicated to the Contrac tor in wri t ing within a

reasonable t ime and the Contrac tor shall a lso be paid

such compensat ion tha t in the opinion of the Engineer

is fa i r and reasonable to cover the delays resul t ing

f rom the provis ions under the sub c lause (e) above.

The t ime extended for completing the work shal l be the

essence of the contrac t for the period extended.

79. Network

Schedule &

Monthly Progress

Reports

(a)On award of the contrac t , the Contrac tor shall

submit the t ime 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 conta in no ac t ivi t ies wi th a dura t 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 f ina l ized Network may be amended f rom t ime

to t ime, if fel t necessary by the Contrac tor, wi th the

approval of the Engineer.

(d)A f ixed sum shall be held in abeyance a t the t ime of

the next inter im payment for non-a t tainment of

each miles tone in the Network and shal l be re leased

only on complet ion of the Work after deducting the

compensation for delay i f there is Contrac tor’s faul t as

per provis ion in Clause No. 86 and penal ty covered

under Clause No. 53. The f ixed sum shal l be :

Rs.10,000/- for all contracts over Rs.25 Lakhs and upto the value of

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Rs.100 Lakhs.

Rs.20,000/- for all contracts over Rs. 1 crore and upto the value of

Rs.5 crores

Rs.35,000/- for all contracts over Rs. 5 crores and upto the value of

Rs.10 crores.

Rs.50,000/- for all contracts over Rs.10 crores.

If the attainment of the milestones is delayed for reason not

attributable to the Contractors no moneys will be held in abeyance.

80. Disrupt ion of

Progress for

Lack of

Drawings.

The Contrac tor shal l give wri t ten not ice to the

Engineer whenever planning or progress of the Works

is l ike ly to be delayed or disrupted unless any further

drawing or order , inc luding a direct ion, ins t ruction or

approval , i s i ssued by the Engineer wi thin a reasonable

t ime. The not ice shal l inc lude deta i ls of the drawing or

order required and of why and by when i t i s required

and of any delay or disrupt ion l ike ly to be suffered if

i t i s la te .

81. Delays of

Drawings

If by reason of any fai lure or inabi l i ty of the Engineer

to issue within a t ime reasonable in a l l the

c i rcumstances any drawing or order requested by the

Contractor in accordance with the c lause 84 of this

condi t ion the Contrac tor suffers delay, then the

Engineer shal l take such delay into account in

determining any extension of t ime to which the

Contractor is ent i t led under sub-c lause (g) of Clause

No. 82 hereof. No moni tary c la im wil l be entertained

on this account.

82. Monthly

Report

The Contrac tors wi ll 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 Contrac tor to

submit monthly report in t ime wil l at t ract act ion as per

Clause No.83.

83. Rate of

Progress .

I f for any reason, which does not enti t le the Contrac tor

to an extension of t ime, the ra te of progress of the

Works or any Sect ion is a t any t ime, 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 shall thereupon take such s teps as are

necessary, subjec t to the consent of the Engineer, to

expedite progress so as to comply with the Time for

Complet ion. The Contrac tor shal l not be ent i t led to

any addi t ional payment for taking such s teps . If , as a

resul t of any not ice given by the Engineer under this

Clause, the Contrac tor considers tha t i t i s necessary to

do any Work a t night or on local ly recognized days of

res t , he shal l be ent i t led to seek the consent of the

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Engineer so to do. Provided that if any s teps, taken by

the Contrac tor in meet ing his obl igat ions under this

Clause, involve the Corpora tion in addi t ional

supervis ion costs, such costs shal l be determined by

the Engineer and shal l be recoverable f rom the

Contractor , and may be deducted by the Corpora t ion

f rom any monies due or to become due to the

Contractor and the Engineer shall not i fy the

Contractors accordingly.

84. Suspension of

Work

(a)The Contrac tor shal l , on receipt of the order in

wri t ing of the Engineer, suspend the progress of the

Works or any part thereof for such t ime and in such

manner as the Engineer may consider necessary for any

of the following 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 execution of the Works or part thereof

for reasons other than the defaul t of the Contractor , or

( i i 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 I f 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 contrac t . Such

suspension of payment may be cont inued unt i l default

shal l have been recti f ied.

85. Stoppage /

Al tera tion /

Restr ic t ion of

Work.

1) If a t any t ime af ter the execut ion the contrac t

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

resc ind the contract) desi res that the whole or any part

of the Work specif ied in the tender should be

suspended for any period or tha t the whole or part of

the Work should not be carr ied out, a t a l l he shal l

give to the Contrac tor a not ice 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

whol ly or in ar t as required, af ter having due regard to

the appropria te s tage a t which the Work should be

s topped or suspended so as not to cause any damage or

injury to the Work a l ready done or endanger the

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safe ty there of provided that the decis ion of the

Engineer as to the s tage a t which the Work or any part

of i t could be or could have been safe ly s topped or

suspended shal l be f ina l and conclusive against the

Contractor . The Contrac tor shal l have no c la im to any

payment or compensat ion whatsoever by reason of or

in pursuance of any not ice as aforesa id, on account of

any suspension, s toppage or curtai lment except to the

extent specif ied here inaf ter.

2) Where the tota l suspension of Work ordered as

aforesaid cont inued for a cont inues period exceeding

90 days the Contrac tor shal l be l iberty to withdraw

f rom the contrac tual obl igat ions under the contrac t so

far as i t perta ins to unexecuted part of the Work by

giving a 10 days prior not ice in wri t ing to the

Engineer , wi thin 30 days of the expiry of the sa id

period of 90 days, of such intent ion and requir ing the

Engineer to record the f ina l measurement of the Work

a l ready done and to pay f ina l bi l l . Upon giving such

not ice the Contrac tor shal l be deemed to have been

charged f rom his obl igat ions to complete the

remaining unexecuted Work under his contrac t . On

receipt of such notice the Engineer shal l proceed to

complete the measurements and make such payments

as may be f ina l ly due to the Contrac tor wi thin a

period of 90days f rom the receipt of such not ice in

respect of the Work a l ready done by the Contrac tor.

Such payment shall not in any manner pre judice the

r ight of the Contrac tor to any further compensat ion

under the remaining provis ions of this clause.

3) Where the Engineer required the Contrac tor to

suspend the Work for a period in excess of 30 days a t

any t ime or 60 days in the aggregate , the Contractor

shal l be ent i re to apply to the Engineer wi thin 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 s i te of on the account of his

having and to pay the sa lary or wages of , labour

engaged by him during the said period of suspension

provided a lways tha t the Contractor shal l not be

ent i t led to any c laim in respect of any such Working

machinery, sa lary or wages for the f i rs t 30 days

whether consecut ive or in the aggregate or such

suspension or in respect or any suspension whatsoever

occasioned by unsat isfac tory Work or any other

defaul t on his part . The decis ion of the Engineer in

this regard shal l be f ina l and conclusive against the

Contractor .

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4) In the event of –

i ) Any tota l s toppage of Work on not ice

f rom Engineer under sub c lause (1) in tha t behalf .

i i ) Withdrawal by the Contractor f rom the

contrac tual obl igat ions complete the remaining

unexecuted Work under sub c lause (2) on account of

cont inued suspension of Work for a period exceeding

90 days.

I t shal l be open to the Contractor , wi thin 90 days f rom

the service of ( i ) the not ice of s toppage of Work or

( i i ) the not ice of wi thdrawal f rom the contractual

obl igat ions under the contrac t on account of the

cont inued suspension of Work ( i i i ) not ice under

c lause 20 (1) resul t ing in such curta i lment to produce

to the Engineer sa t isfac tory documentary evidence

tha t he had purchased or agreed to purchase materia l

for use in the contrac ted Work, before receipt by him

of the not ice of s toppage, suspension or curta i lment

and require Government to take over on payment such

materia l a t the rated determine by the Engineer

provided, however, such ra tes shall in no case exceed

the rates a t which the same was acquired by the

Contractor . The corpora t ion shall thereafter take over

the materia ls so of fered, provided the quant i t ies

of fered, are not in excess of the requirements of the

unexecuted Work as specif ied in the accepted tender

and are of quali ty and specif ica tions approved by the

Engineer .

86. Liquidated

Damages for

Delay.

I f the Contrac tor fa i ls to complete the Works and c lear

the Si te on or before the Contrac t or extended

Date(s) /period(s) of complet ion, he shall , wi thout

prejudice to any other r ight or remedy of Corpora t ion

on account of such breach, pay as agreed

compensation, amount calcula ted as s t ipula ted below

(or such smal ler amount as may be f ixed by the

Engineer) on the Contrac t Value of the whole Work or

on the Contrac t Value of the i tem or group of i tems of

Work for which separa te period of complet ion are

given in the contract and of which complet ion is

de layed for every week that the whole of the Work of

i tem or group of i tems of Work concerned remains

uncompleted, even though the contrac t as a whole be

completed by the contrac t or the extended date of

complet ion. For this purpose the term “Contract

Value” shal l be the value of the Work a t Contract

Rates as ordered including the value of a l l devia t ions

ordered:

(a)Complet ion period for @ 1 percent

(original ly s t ipula ted per week

or as extended ) not

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exceeding 6 months

(b) Complet ion period for @1/2 percent

(as originally s t ipula ted per week

as extended )

exceeding 6 months and

not exceeding 2 years

(c)Complet ion period (as @ ¼ percent

or iginal ly s t ipulated per week

or as extended )

exceeding 2 years

the under noted percentage of the Contrac t Value of

the i tem or group of i tems of Work for which a

separa te 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 tota l amount of compensat ion

for de lay to be paid this condit ion shal l not exceed

(a)Complet ion period (as 10 percent

or iginal ly s t ipulated

or as extended ). Not

exceeding 6 months

(b) Complet ion period 7 ½ percent

(as originally s t ipula ted

or as extended )

exceeding 6 months and

not exceeding 2 years

(c)Complet ion period 5 percent

(as originally s t ipula ted

or as extended )

exceeding 2 years

The amount of l iquidated damages may be adjusted se t

of f against any sum payable to the Contrac tor under

this or any other contrac t wi th the corpora t ion or f rom

the securi ty deposi t of the Contrac tor ent i rely a t the

discre tion of the corpora t ion.

PART – V

BILLS AND PAYMENTS

87. Method of

Measurement

Except where any genera l or de ta i led description of

the Work in bi l ls of quanti t ies or schedule of

Works/ i tems/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 se t forth in the schedule

of ra tes /specif ica tions notwithstanding any provis ion

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in the re levant s tandard Method of Measurement or

any genera l or local custom. In the case of i tems,

which are not covered by the schedule of ra tes /

specif ica t ions, measurement shal l be taken in

accordance with the re levant Standard specif ica t ions

publ ished by PWD Govt . of Maharastra and for the

works not covered in this publ ica t ion, measurements

shal l be taken as per the codes by Bureau of Indian

s tandards . .

88. Records and

Measurement

The Contrac tor shal l submit to the Engineer the

monthly s ta tements of the es t imated value of the work

completed less than the cumulat ive amount cert i f ied

previously. The monthly s ta tements shal l be in the bi l l

form specif ied by the Engineer and i t 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 Contrac tor is permit ted to copy

down the correc t ions in the bi l ls paid as per the

Engineers cert if ication. Upon receipt of the bi l l and

measurements by the Contractors , the Engineer shall

except as otherwise s ta ted ascerta in and determine by

measurement the value in accordance with the contract

of work done in accordance therewith.

Al l i tems having a f inancia l va lue shall be entered in

measurement Book e tc. as prescribed by the

corpora t ion so tha t a complete record is obta ined of a l l

the Works performed under the contrac t .

Measurements shal l be taken joint ly by the Engineer or

his organisa t ion representa t ive and by the Contrac tor

or his organisa t ion representa t ive. Before taking

measurements of any work the Engineer or the person

deputed by him for the purpose shall give a reasonable

not ice to the Contrac tor. If the Contrac tor fa i ls to

a t tend or send an organisa t ion representa tive for

measurement af ter such a not ice or fa i ls to counters ign

or the objec t ion within a week f rom 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 correc t measurements of the works

and shal l be binding on the Contrac tor.

The Contrac tor shal l , wi thout any extra charge,

provide ass is tance with every appl iance and other

things necessary for measurements.

Measurements shall be s igned and dated by both

part ies each day (of taking measurement) on the s i te

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on complet ion of measurement.

89. Payments of

Bi l ls and

Other Claims

The payment of bi l ls and other c la ims aris ing out of

the contrac t wi l l be made by Account Payee Cheque

drawn in the name of ‘Agency’.

90. Full

Provis ions

The ra tes inserted by the corporat ion against various

i tems of Work deta iled in various parts of scheduled

shal l be deemed to inc lude every a l lowance necessary,

wi thout extra measurement or charge for meet ing the

requirement of various components / parts of the

contrac t documents (viz part icular specif ica tions, PWD

of s tandard specif ica t ions, Maharashtra schedule of

ra tes, MOST specif ica tions, BIS specif ica tions,

Special Condi t ions, preambles and notes to schedule of

i tems descript ion of schedule i tems which shal l al l be

read together and any or of the fol lowing unless

specif ica l ly provided for the contrary.

a ) Compliance with a ll the condi t ions of contrac t

inc luding General Condi t ions of Contrac t , schedule of

ra tes and Quanti t ies, Part icular Specif ica tions,

Drawings inc luding Notes thereon, Specif ica t ions in

s tandard Specif ica t ions of PWD of Maharashtra and

MJP re levant Indian Standard Specif ica t ions wherever

appl icable. However, in case of any discrepancy

between drawing and tender, the tender i tem and

specif ica t ion shall prevai l . I f there is discrepancy in

tender specif ica tions , the order of preference shall be

1s t

specif icat ion of Maharashtra Sta te PWD, MJP,

MOST and las t ly BIS.

b) All labour, materia ls, tool and plants,

equipments and t ransport which may be required in

prepara tion for and in the ful l and ent i re execut ion and

complet ion of the Works inc luding waste of materia ls,

carr iage and cartage, carrying in , re turn of empties,

hois t ing, set t ing, f ixtures and f i t t ings in posi t ion.

c ) Local condi t ions: Nature of Works, local

fac i l i t ies for supply of labour and materials

accessibi l i ty’s to s i tes and a l l other mat ters effec t ing

the execut ion and complet ion of the Works.

d) Duties e tc : Payments of any Octroi , Terminal

Tax, Sales Tax, Turnover Tax, Contrac t Sales Tax,

Tol l Tax, Ground Rent, Royal ty, Environmenta l Cess,

Local Bodies Cess, Taxes or any dut ies on materia ls

obta ined for the Works and any dut ies in respect of

pa tent r ights .

e ) Supervis ion : Competent supervis ion of the

Work.

f ) Labour: Reasonable terms and condi t ions of

employment, l iabi l i ty to pay compensat ion, Wages as

per s ta tutory enactment’s, temporary accommodat ion,

sani ta t ion, compliance with contract labour ac t 1970

(Regula t ion and Abol i t ion).

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g) Water: Provis ion of a l l water required inc luding

temporary plumbing and connect ion.

h) Temporary Work Shops, Stores, Off ices, Labour

Camps etc. Provis ions of such s t ructures required for

eff ic ient execut ion of the Works and removing and

c leaning up si te on complet ion of Works.

i ) Precaut ions Against Risks: Precaut ions to

prevent loss or damage f rom al l or any r isk, insurance

of sheds or any temporary accommodat ion provided by

the corpora t ion watching and l ight ing, provis ions

perta ining to the Genera l Condi t ions of Contract .

j ) Notices, Fees etc. : Compliance with s ta tutory

provis ions of regula t ions and/ or bye laws of any local

authori ty and/ or any publ ic service company or

authori ty affec ted by the Works.

k) Set t ing the Works inc luding a l l appara tus

required.

l ) Site Drainage: Removal of a l l water tha t may

accumulate due to spring, sub soi l water, f lood/ t ides

and any other causes on the si te during the progress of

the Work.

m) Execution of Work in Workmanl ike manner,

fac i l i t ies for inspection e tc.

n) Rect if ica tion of bad Work: Rect if ica tion and/ or

removal and reconstruct ion of any Work which (as

decided by the Engineer) has been executed with

unsound or imperfec t materia ls or unski l led

Workmanship or of a qual i ty inferior to tha t contrac ted

for , whether during construct ion or reconstruct ion

prior to the expiry of the Defect Liabi l i ty period.

o) Responsibil i ty for damages and loss of a l l

construction materia ls e tc . , a t the s i te unt i l handing

over to the corpora tion.

p) Removal of Rubbish: Removal of Rubbish &

debris & c leaning of any dir t before handing over a l l

complet ion of woks.

q) Cleaning s i te and Works: Removal by the

Contractor off the si te , of any tools , pla ts & materia ls

and sweeping bui lding, washing f loors , c leaning

joineries & removal of splashes of asphal t leaving the

whole s i te neat and t idy.

r) Complet ion: Complet ing the Work to the

sa t isfac tion of the Engineer on or before s t ipulated the

date of complet ion.

s) Difficult posi t ion: Accessibi l i ty or otherwise to

s i te , easy or diff icult posit ion in Works.

t ) Errors : Recti f ica t ion of a l l defects during

construction & defect l iabi l i ty period to the

sa t isfac tion of Engineer.

u) Curved Works etc. Works of any quant i ty, s ize

or shape whether level , inc l ined, curved, ba t tered e tc.

v) Maker’s Inst ruct ion: Compliance with make’s

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inst ruct ions in the case of proprie tary ar t ic les, fac tory

made good of precast i tems.

w) Waste: Al l waste laps, seams, joints (rough or

fai r cutt ing) s t ra ight / raking, c i rcular and making

good.

x) Arti f icia l Lights : To include a l l

l ight ing/Kerosene or e lec tr ic power as the case may be

when need arises for use of l ight ing whi le carrying out

Works.

Construct ion of approaches to the s i te of Work.

Making arrangements for proper access to Works in the

form of sta i rs, ladders , l if ts e tc . as ordered by the

Engineer – in – Charge for proper supervis ions, test ing

and or inspect ion of Works inc luding materia l during

construction & defect l iabi l i ty period.

91. Inter im

Payment

Inter im bi l ls shal l be submitted by the Contractor f rom

t ime to t ime (but at an interval of not less than one

month) for the Works executed. The Engineer shal l

a rrange to have the bi l ls veri f ied by taking or causing

to be taken, where necessary, the requisi te

measurement of Work. The joint measurement shall not

be an excuse for the Contrac tor to submit intermediate

bi l ls a t monthly or intervals not less than a month. Al l

inter im bi l ls shal l be f i rs t submit ted by the Contrac tor

wi th deta i led measurements and thereafter only the

Engineer or his organisa t ion representat ive shal l carry

out joint veri f ica t ions or otherwise on record in the

measurement book before cert if ica tion of the bi l ls .

Payment on account for amount admissible shal l be

made on the Engineer cert ifying the sum to which the

Contractor is considered ent i t led by way of

inter im payment for a l l the Work executed, af ter

deducting there f rom the amount a l ready paid, the

securi ty deposi t / retent ion money and such other

amounts as may be deductible or recoverable in terms

of the contrac t .

No inter im payment wil l be admit ted unt i l such t ime

the Contrac tor 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 iled in Condi t ion 83. A f ixed sum shal l

be held in abeyance a t the t ime of next inter im

payment for non a tta inment of each miles tone in the

NetWork and shall be re leased only on a t ta inment of

the sa id miles tone

92. Modif icat ion

of Inter im

Cert if ica te.

An inter im cert if icate given re la t ing to Work done or

materia l de l ivered may be modif ied or correc ted by

any subsequent interim cert i f ica te or by the f inal

cert if icate. No cert if ica te of the Engineer support ing

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an inter im payment shal l of i t se lf be conclusive

evidence that any Work or materia ls to which i t rela tes

is /are in accordance with the contrac t .

93. Income Tax

The Contrac tor shal l pay Indian Income Tax on a ll

payments made to him under the Contract , other than

re imbursements made to him by the Corpora t ion to

cover payment by Contrac tor of minor custom dut ies

e tc . , or any other payment which the Contrac tor may

make on the Corpora t ion’s behalf . Under the

provis ions of Sec. 194-C of the Indian Income Tax

Act, the Corpora t ion is required to deduct Tax with

surcharge a t source a t prevai l ing ra tes from the gross

amount of each bi l l submit ted. Any expatr ia te s i te

s taf f or s taf f not normal ly res idents of India, employed

by the Contrac tor shal l pay personal Income Tax on a l l

money earned and paid in India. The Contrac tor shal l

perform such dut ies in regard to such deduct ions

thereof as may be imposed on him by such laws and

regula t ions.

94. Payment of

Taxes

The contrac tor shal l pay a ll the taxes direc t ly to

respect ive organizations & to the Government. The

Corpora t 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 t ime.

The prices quoted by the Contrac tor shal l inc lude a l l

customs dut ies, import dut ies, excise dut ies, business

taxes, income and other taxes tha t may be levied in

accordance to the laws and regula t ion in-force on the

Contractor’s Equipment, materia ls, supplies

(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

contrac t shal l re l ieve the contrac tor f rom his

responsibi l i ty to pay any tax tha t may be levied or on

prof i ts made by him in respect of the contrac t .

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.

All c 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

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(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 contrac tor shal l submit form – 31 or such other

forms as are prescribed under the said ac t which is

required to be produced by the principle employer in

the events of any not ice by the Sales Tax Department

wi thin one month of issue of let ter of acceptance.

95. Deduct ion of

Contract Sales

Tax /

Turnover tax.

The Contrac tors are required to produce the ir

regis t ra t ion for contrac t sa les tax/ turnover tax to the

department before re leasing the 1s t

R.A. bi l l for the

Work executed by them, fa il ing which, no payment

shal l be re lease.

96. Provis ional

Sums.

(1)”Provis ional sum” means a sum included in the

contrac t and so designated in the Bi l l of Quant i t ies for

the execut ion of Work or supply of goods, materia ls or

services or for cont ingencies, which sum may be used,

in whole or in part , or not a t al l , a t the direc tion and

discre tion of the Engineer . The contract pr ice shal l

inc lude only such amounts in respect of the Work,

supply or service to which such provis ional sum rela te

as the Engineer shall approve or determine in

accordance with this c lause.

(2) In respect of every provis ional sum the Engineer

shal l have power to order to execute the Work,

inc luding goods, materia ls or services to be suppl ied

by the Contrac tor. The contrac t pr ice shal l include the

value of such Work executed or such goods, materia l

or services suppl ied determined in accordance with

Clause No. 102.

(3) The Contractor shal l produce al l quota tions,

invoices, vouchers and accounts or receipts in

connect ion with expendi ture in respect of provis ional

sums.

97. Rates for

Excess in

I tems.

Quant i t ies shown in the tender are approximate and no

c laim shal l be enterta ined for quant i t ies of work

executed being e i ther more or less than those entered

in the tender or es t imate. For purpose of this contrac t ,

the varia t ions/deviat ions in carrying out the i tems of

work shall not exceed plus or minus 25 percent of

contrac t sum. The devia t ion/varia t ion in the quant i ty

of individual i tems shal l not be taken as devia t ion or

varia t ion in the contrac t . The dif ference between the

tota l va lue of the work done and the Contrac t sum as

defined above wil l be only be considered for

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devia t ion/varia t ion.

The Contrac tor shal l a rr ive at the ra tes af ter careful ly

preparing the ra te analysis taking into considera tion

s i 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

a t , the ra te ment ioned in the bi l l of quant i t ies.

However, i f the quant i ty 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 ra te shal l be worked out based on schedule ra te

wi th Contrac tor`s quoted percentage or current dis t r ic t

schedule of ra tes without Contrac tor`s quoted

percentage, which ever is less.

98. Rates for

Extra I tems.

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 ) I f ra te for any addi t ional, al tered or subst i tuted

i tem of Work is not included in the bil l of quant i t ies

and ra tes, such i tem of Work shal l be carr ied out a t the

re levant Corpora t ion’s schedule of ra tes (Publ ic works

Department and M.J .P. schedule of rates for Thane

Dist r ic t ) prevai l ing a t the t ime of execut ion of extra

Work (Quoted percentage wil l not be appl icable)

i i i ) I f the ra te for any addi t ional , al tered or

subst i tuted i tem of Work cannot be determined in the

manner specif ied in ( i ) & ( i i ) above, or the ra te so

determined is found to be unreasonable, then the

Contractor wil l be paid a t such fa i r and reasonable

ra tes as Worked out by the Engineer on the basis of

materia l , labour and opera t ions of construct ion

equipment required to execute the i tem and al lowing

10 percent to cover prof i 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 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

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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.

99. Overpayment

and

Underpayment

Whenever any cla im for the payment of a sum to the

Corpora t ion r ises out of or under this contrac t against

the Contrac tor the same may be deducted by the

Corpora t ion f rom any sum then due or which at any

t ime thereaf ter may become due to the Contrac tor

under this contrac t and fa i l ing that under any contrac t

wi th the Corporat ion or f rom any other sum due to the

Contractor f rom the Corpora t ion (which may be

avai lable with the Corpora t ion) or f rom his securi ty

deposi t / re tent ion money, or he shal l pay the cla im 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 aforesa id r ight of the Corpora t ion to

adjust overpayment against amount due to the

Contractor under any other contrac t with Corpora tion

shal l not extend beyond the period of two years f rom

the date of payment of the f ina l bil l or in case the f ina l

bi l l i s a “Minus” bil l , f rom the date of the amount

payable by the Contrac tor under the “Minus” bi l l i s

communicated to the Contrac tor.

Any amount due to the Contrac tor under this contrac t

for underpayment may be adjusted against amount then

due or which may at any t ime thereaf ter become due

before payment is to the Contrac tor, f rom him to

Corpora t ion on any other contrac t or account

whatsoever.

100. Payment of

Final Bi l l

Final joint measurement a long-with the representa tives

of the Contrac tor should be taken, recorded and s igned

by the Contrac tors. Contractor should submit the f ina l

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bi l l wi thin 1 month of physica l complet ion of the

Work.

I f the Contrac tor fa i ls to submit the f inal bil l wi thin 1

month, the Corpora tion s taff wil l prepare the f ina l bil l

based on the joint measurement wi thin next 3 months.

Engineer’s decision shal l be f ina l in respect of c la ims

for defect and pending c laims against Contrac tors.

No further c la ims should be made by the Contractor

af ter submission of the f inal bi l l and these shal l be

deemed to have been waived and ext inguished.

Payment of those i tems of the bi l ls in respect of which

there is no dispute and of i tems in dispute, for

quant i t ies and ra tes as approved by the Commissioner

shal l be made within a reasonable period as may be

necessary for the purpose of veri f ica t ion e tc.

Af ter payment of the f ina l bi l l as aforesa id has been

made, the Contrac tor may, i f he so desi res, reconsider

his posi t ion in respect of a disputed portion of the

f ina l bi l l and if he fa i ls to do so within 84 days, his

disputed c la im shal l be deal t wi th as provided in the

contrac t .

101.

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 t ransferable to the

Contractor under these present shall , i f s igned in the

partnership name by any one of the partners , be a good

and suff ic ient discharge to the Commissioner and

Corpora t ion in respect of the money

or securi ty purport ing to be acknowledged thereby, and

in the event of death of any of the partners during the

pendency of this contrac t , i t i s hereby expressly agreed

that every receipt by any one of the surviving partners

shal l , i f so s igned as aforesaid, be good and suff ic ient

discharge as aforesaid provided that nothing in this

c lause conta ined shal l be deemed to prejudice

or effec t any cla im which the Commissioner or the

Corpora t ion may hereaf ter have against the legal

representa tives of any partners so dying or in respect

of any breach of any of the condit ions thereof ,

provided a lso tha t nothing in this c lause contained

shal l be deemed prejudice or af fec t the respect ive

r ights or obl igat ions of the Contrac tor and of the legal

representa tive of any deceased Contrac tors interest .

102. No Payment

on Account of

No materia l pr ice varia t ion wages escala t ion on

individual i tem on account whatsoever and

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Price

Varia t ion of

Labour,

Materia l and

POL

Component

compensation for ‘Force Majeure’ etc . shall payable

under this contrac t .

PART-VI

TERMINATION OF CONTRACT AND SETTELEMENT OF DISPUTES

103. Cancella t ion

of Contrac t in

Ful l or in

Part .

I f the Contrac tor:

(a)At any t ime makes defaul t in proceeding with the

Work with due di l igence and continues to do so af ter

not ice in wri t ing of fourteen days f rom the Engineer;

or

b) Commits defaul t in complying with any of the terms

and condi t ions of contrac t and does not remedy i t

wi thin fourteen days af ter a not ice in wri t ing is given

to him in tha t behalf by the Engineer, or

(c )Fai ls to complete the Works or i tems with

individual da tes 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 tha t behalf by the Engineer, or

(d)Shal l of fer or give or agree to give to any person in

Corpora t ion’s Service or to any other person on his

behalf any gif t or considera t ion of any kind as an

inducement or reward for doing or forbearing to do or

for having done or forborne to do any ac t in re la t ion to

the obta ining or execut ion of this or any other contract

for the Corpora t ion, or

(e )Shal l obta in a contrac t wi th the Corpora t ion as a

resul t of r ing tendering or other non-bona-f ide

methods of competi t ive tendering or

f ) be ing an individual or a f i rm, any partner thereof ,

shal l at any t ime be adjudged insolvent or have a

receiving order or order for adminis t ra t ion of his

es ta te made against him or shal l take any proceedings

for l iquidat ion or composi t ion (other than

voluntary l iquidat ion for the purpose of amalgamation

or reconstruct ion) under any insolvency ac t for the

t ime being in force or make any conveyance of

ass ignment of his effec ts or composi t ion or

arrangement for the benef i t of his creditors or purport

so to do, or i f any appl ica t ion be made under any

Insolvency Act for the t ime being in force for the

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sequestra t ion of his es ta te or if a t rust deed be

executed by him for his creditors , or

g) Being a company, shall pass a resolut ion or the

court shal l make an order for the l iquidat ion of his

affa i rs, or a receiver or a manager on behalf of the

debenture holders shal l be appointed or

c i rcumstances shall a r ise 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 i l lness or death of the Contrac tor .

104. Action When

Whole of

Securi ty

Deposi t i s to

be Forfe i ted

In the cases ment ioned in above c lause No. 107 the

Engineer , on behalf of the corpora tion shal l have

power to adopt any of the following forces, as he may

deem best sui ted to the interest of the corpora t ion.

a) To resc ind the contrac t (for which resciss ion

not ice in wri t ing to the Contrac tor under the head of

Engineer shal l be conclusive evidence) and in that

case the securi ty deposi t of the Contrac tor shal l

s tand forfe i ted and be absolute ly a t the disposal of

Corpora t ion

b) To carry out Work or any part of the

departmenta l ly debit ing the Contrac tor wi th the cost

of the Work, expendi ture incurred on tools and plan

and charges on addit ional supervisory s taff inc luding

the cost of Work charge es tabl ishment employed for

ge t t ing the unexecuted part of the Work completed

and credi t ing him with the value of the Work done

departmenta l ly in a l l respects in the same manner

and a t the same ra tes as i f i t had been carr ied out by

the Contrac tor under the terms of his contrac t . The

cert if icate of the Engineer as to the costs and other

a l l ied expenses so incurred and as to the value of the

Work so done departmenta l ly and shal l be f ina l and

conclusive against the Contrac tor.

c ) To order tha t the Work of the Contrac tor be

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measured up and to take such part there of as shal l

be on executed out of his hands, and to give i t to

another Contrac tor to complete, in which case al l

expenses incurred on advert isement for f ixing a new

contrac t ing agency, addi t ional supervisory s taf f

inc luding the cost of Work charge es tabl ishment and

a cost of Work executed by the new contrac t agency

wil l be debi ted to the Contrac tor and the value of the

Work done or executed through a new Contrac tor

shal l be credi ted to the Contrac tor in a l l respects and

in the same manner and a t the same ra tes as if i t had

been carr ied out by the Contrac tor under the terms of

this contrac t . The cert if icate of the Engineer as to

a l l the cost of the Work and other expenses incurred

as aforesa id for or in get t ing the unexecuted Work

done by the new Contrac tor and as to the value of

the Work so done shal l be f ina l and conclusive

against the Contrac tor .

In case the contrac t shal l be rescinded under c lause

(a) above the Contrac tor shal l not be enti t le to

recover or be paid, any sum for any Work therefore

ac tual ly performed by him under this contrac t unless

and unt i l the Engineer shal l have cert if ied in wri t ing

the performance of the such Work and the amount

payable to him in respect thereof and he shall only

be ent i t led to be paid the amount so cert i f ied in the

event of e i ther of the curses referred to in c lauses

(b) or (c) be ing adopted and the cost of the executed

departmenta l ly or through a new Contrac tor and

other a l l ied expenses exceeding the value of the such

Work credi ted to the Contrac tor the amount of

excess shal l be deducted f rom any money due to the

Contractor , by corpora t ion under the Contrac tor

otherwise howsoever or f rom his securi ty deposi t or

the sa le proceeds there of provided, however, tha t

Contractor shal l have no c la im against corpora t ion

even i f the cert i f ied value of Work done

departmenta l ly or through a new Contrac tor exceed

the cert if ied cost of such Work and a ll ied expenses,

provided a lways that which ever of the three courses

ment ioned in c lauses (a) , (b) or (c) is adopted by the

Engineer , the Contrac tor shall have no c la im to

compensation for any loss susta ined by him by

reason his having purchased or procured any

materia ls, or entered into any engagements, or made

any advance on account of or wi th a view to the

execut ion of the Work or the performance of the

contrac t .

105. Action When

the Progress

If the progress of any part icular port ion of the Work is

unsat isfac tory the condi t ions ment ioned in c lause

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of any

Part icular

Port ion of the

Work is

Unsat isfac tory

108(b) , be ent i t led to lake ac t ion under c lause af ter

giving the Contrac tor 14 days not ice in wri t ing. The

Contractor wi l l have no cla im for compensat ion, for

any loss susta ined by him owing to such ac tion.

106. Contractor

Remains

Liable to Pay

Compensat ion

i f Act ion not

Taken Under

Clause 108

and 109

In any case in which any of the powers conferred upon

the Engineer by c lauses 108 & 109 hereof shall have

become exerc isable and the same shal l not have been

exerc ised the non exerc ise there of shal l not const i tute

a walver of any of the condit ions thereof and such

powers shal l not wi thstanding the excisable in the

event of any future case of default by the Contractor

for which under any c lause hereof he is declared l iable

to pay compensation amount ing to the whole of this

securi ty deposi t and the l iabi l i ty of the Contrac tor for

past and future compensat ion shal l remain unaffected.

107. Power to take

possession of

or require

removal or

se l l

Contractors

plant.

In the event of Engineer taking ac tion under sub

c lauses (a) or (c) c lause 108, he may if he so desi res,

take possession of al l any tools and plant , materials

and s tore in or upon the Work of the s i te thereof or

be longing to the Contrac tor, or procured by him and

intended to be uses for the execut ion of the Work or

any part thereof paying or a l lowing for the same in

account a t the contrac t ra tes or in the case of contrac t

ra tes not be ing applicable a t current market ra tes to be

cert if ied by the Engineer whose cert if ica te thereof

shal l be f ina l . In the a l ternat ive the Engineer may af ter

giving not ice in writ ing to the Contrac tor or his c lerk

of the Work foreman or other authorises agent requires

him to remove such tools and plant, materia l , or s tores

f rom the premises within a t ime to be specif ied in such

not ice and in the event of the Contrac tor fa i l ing to

comply with any such requis i t ion, the Engineer may

remove them at the Contractor’s expenses or se l l them

by auctions or private sa le on account of the

Contractor and a t this r isk in a l l respect and the

cert if icate of the Engineer as to the expenses of any

such removal and the amount of the proceeds and

expensed on any such sa le shall be f ina l and

conclusive against the Contrac tor.

108. No Interest

for Delayed

Payments Due

to Disputes

e tc .

I t i s agreed that the Corpora t ion of or i t s Engineer or

Off icer shal l not be l iable to pay any interest or

damage with respect to any moneys or ba lance which

may be in i ts or i t s Engineer’s or of f icer’s hands

owing to any dispute or di fference or c la im or mis-

understanding between the Corpora t ion of or i t s

Engineer or Officer on the one hand and the Contrac tor

on the other , or wi th respect to any delay on the part

of the Corpora tion of Navi Mumabi or i t s Engineer or

Off icers in making periodica l or f ina l payments or in

any other respect whatever.

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Payment to the Contrac tor of the amount due under

each of the inter im payment cert if ica te issued by the

Engineer shal l be made by the Corpora t ion within 45

(Forty Five) days i f such cert if ica te being del ivered.

I f the Corpora tion makes la te payment, the Contrac tor

is to be paid interest on the la te payment in the next

payment. Interest shal l be ca lcula ted f rom the date by

which the payment should have been made upto the

date when the la te payment is made a t 6% per annum.

I t i s a te rm under this contrac t that payment of interest

in excess of 6% is barred on any amount payable to the

Contractor on any account.

I t i s dis t inc tly unders tood and agreed between the

part ies here to tha t payment for Work already executed

by the Contrac tor is not a condi t ion precedent under

this contrac t for the execut ion of the remaining Work.

109. Jurisdic t ion In case of any c laim, dispute or dif ference ar is ing in

respect of a contrac t , the cause of ac t ion thereof shal l

be deemed to have ar isen in Navi Mumbai and a l l legal

proceedings in respect of any such cla im, dispute or

di fference shal l be inst i tuted in a competent court in

the City of Navi Mumbai only.

110. Final i ty of

Decision and

Non-

Arbi t rabi l i ty

SETTLEMENT Of DISPUTES

If a dispute / disputes of any kind whatsoever ar ises

between the Contractor and Engineers representa t ive

the same shal l be referred to the Engineer for his

decis ion with detai led just if icat ion. Such reference

shal l be s ta ted tha t i t is inpersunce to this c lause 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 e i ther party is not sa t isf ied with

the decision of the Engineer or the Engineer fai ls to

give the decis ion within the period of 14 days f rom the

date of receipt of not ice under this c lause, such a

dispute may be referred to Arbi t ra t ion as per Clause

No. 115.

111. Arbi t ra t ion Except where, otherwise provided for in this contrac t ,

a l l quest ions and disputes re la t ing to the meaning of

inst ruct ion hear in before ment ioned or as to any other

quest ion, c la im, r ight , mat ter of handing whatsoever,

i f any aris ing out of or re la t ing to this contrac t ,

specif ica t ion, es t imates, Inst ruct ions, orders or these

condi t ions or otherwise concerning the works, or the

execut ion or fa i lure to execute the same where ar ising

during the progress of the work or af ter complet ion or

abandonment thereof of any mat ter di rec t ly or

indirect ly connected with this agreement shal l be

referred to the sole Arbi t ra t ion of the Munic ipal

Commissioner of Navi Mumbai Corpora tion, C.B.D. ,

Navi Mumbai and i f the Munic ipal Commissioner is

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unable or unwill ing to act as such, then the mat ter in

dispute shal l be referred to sole Arbi t rat ion or such

other person appointed by the Municipal commissioner

who is wi l l ing to act as such Arbi t ra tor. In case, the

Arbi t ra tor so appointed is unable to ac t for any

reasons, the Munic ipal Commissioner in the event of

such inabi l i ty, shal l appoint another person to ac t as

Arbi t ra tor in accordance with the terms of the

contrac t . Such person shal l be ent i t led to proceed with

the reference f rom the s ta te a t which i t was lef t by his

predecessors. I t i s also a term of this contrac t tha t no

person other than a person appointed by the Munic ipal

Commissioner as aforesa id should ac t as an Arbi t ra tor.

As aforesa id the provis ions of the arbi tra t ion and

concil iat ion ac t 1996 or any sta tutory modif icat ion or

Reinactment there of and the rules made there under

and for the t ime being in force shal l apply to the

arbi t ra t ion proceedings under this clause.

112. Laws

Governing

The Contrac t–

This contrac t shal l be governed by the Indian Laws for

the t ime being in force.

PART –VII

WORK COMPLETION & DEFECT LIABILITY

113. Clearance of

Si te on

Complet ion

Upon the issue of any Taking over cert if ica te the

Contractor shal l c lear away and remove f rom that part

of the s i te to which such Taking-over Cert i f icate

re la tes al l Contrac tor’s equipment, surplus materia ls,

rubbish and temporary Works of every kind, and leave

such part of the s i te and Works c lean and in a

Workman l ike condi t ion to the sa t isfac t ion of the

Engineer . I f the Contrac tor does not c lear the s i te

wi thin 15 days al l materia l wi l l be conf isca ted and no

compensation shal l be paid and the s i te wi l l be c leared

a t r isk and cost of the Contrac tor.

114. Submissions

of Final

Complet ion

Drawings.

On complet ion of the Work, the Contrac tors shal l

furnish f ree of cost 1 se t of R.T.F. of f ina l complet ion

drawings and 6 bound se ts of copies of drawings,

showing a l l the deta i ls checked and s igned by the

Engineer wi thin 2 months of complet ion of Works. The

payment of f ina l bi l l shal l be made to the Contrac tors

af ter receipt of above se ts. In case the Contractor fa i ls

to submit the complet ion drawings, a compensat ion a t

the ra te of Rs.5000/- per drawing shal l be recovered

f rom the f ina l bil ls

115. Complet ion

Cert if ica te

(1) As soon as Work is completed, the Contrac tor shal l

give not ice of such complet ion to the Engineer and

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wi thin 28 (Twenty-e ight) days of receipt of

such not ice the Engineer shal l inspect the Works and

shal l furnish the Contrac tor wi th a cert if ica te of

complet ion indica t ing (a) the date of complet ion (b)

the defects to be rect i f ied by the Contrac tor, and/or (c)

i tems for which payment shal l be made a t reduced

ra tes.

When separa te periods of complet ion have been

specif ied for i tems or groups of i tems, the Engineer

shal l i ssue separa te complet ion cert i f icates for such

i tems or groups of i tems. No cert if icate of complet ion

shal l be issued, nor the Works be considered to be

complete t i l l the Contrac tor shal l have removed f rom

the premises on which the Works has been executed,

a l l scaffolding, sheds and surplus materia ls, except

such as required for rec t if ica tion of defects, rubbish

and a ll huts and sani tary arrangements required for his

Workers on the s i te in connect ion with the execution

of Works as shall have been erec ted by the Contractor

or the Workmen and c leaned a ll di r t f rom 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 c leaned f loors, gut ters and dra ins , eased doors and

sashes, oi led and fas tenings, labeled the keys c learly

and handed them over to the Engineer or his

representa tive and made the whole premises f i t for

immedia te occupat ion or use to the sa tisfac tion of the

Engineer . If the Contrac tor shal l fa i l to comply with

any of the requirements of this Condi t ion as aforesa id,

on or before the date of complet ion of Works, the

Engineer may a t the expense of the Contrac tor fulf i l l

such requirements and dispose of a l l the surplus

materia l and rubbish e tc. as he thinks f i t and the

Contractor shal l have no c la ims in respect of any such

materia l except for any sum actual ly rea l ised by the

sa le thereof less the cost of fulf i l l ing the requirements

and any other amount tha t may be due f rom the

Contractor . I f the expense of ful f i l l ing such

requirement is more than the amount rea l ises on such

disposal as aforesa id, the Contrac tor 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

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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 ascerta ining compensat ion for

de lay under Clause No. 88 in respect of any

period during which the Works are not completed the

re levant part shal l be deemed to form a separa te i tem

or group, wi th date of complet ion as given in the

contrac t or as extended under Clause No.80 and actual

da te of completion as cert if ied by the Engineer under

this condit ion.

(3) If any part of the Work shal l have been

substant ia l ly completed and shal l have sat isfac tori ly

passed any f ina l test tha t may be prescribed under the

contrac t , the Engineer may issue a cert if ica te 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 if ica tes, the Contrac tors shall be deemed to

have undertaken to complete any outs tanding Works in

tha t part of the Works during the period of

maintenance.

116. Taking Over

of Work

Corpora t ion wil l take over the Work a t any s tage

whenever required in the interest of publ ic by giving

10 days not ice to the Contrac tor.

117. Defects

Liabi l i ty

Period

The Contrac tor shall be responsible to make good and

remedy a t his own expense within such period as

may be s t 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 ' here to f rom

cert if ied date of complet ion and int imat ion of which

has been sent to the Contrac tor wi thin 7 days of expiry

of the sa id period by le t ter sent by hand del ivery or by

regis tered post

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118. Liabi l i ty for

Defects or

Imperfec tions

and

Rect if ica tion

Thereof

If i t shal l appear to the Engineer or to his

representa tive a t any t ime during construct ion

or reconstruction or during the defects‚ l iabi l i ty

period, that any Work has been executed with unsound,

imperfec t or unski l lful Workmanship or tha t any

materia l or ar t icle provided by the Contrac tor for

execut ion of thereof the Work is unsound or of a

qual i ty inferior to tha t contrac ted for, or otherwise,

not in accordance with the Contrac t , or tha t any defect ,

shrinkage or other faul ts have appeared in the Work

aris ing out of defective or improper materia ls or

Workmanship, the Contrac tor shal l , upon receipt

of not ice in wri t ing in tha t behalf f rom the Engineer

forthwith rec t ify 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 materia ls or

ar t icles so specif ied and provide other proper and

sui table materia ls or ar t icles a t his own expense

notwithstanding that the same may have been

inadvertent ly passed, cert if ied and paid for , and in the

event of his fa i l ing to do so within the period to be

specif ied by the Engineer in his not ice aforesa id the

Engineer may rec t ify or remove and re-execute

the Work and/or remove and replace with others the

materia ls or ar t icles complained of , as the case may

be, by other means a t the r isk and cost of the

Contractor .

In case of repairs and maintenance Work, splashes and

droppings f rom whitewashing, pa inting e tc. shall be

removed and surfaces c leaned s imultaneously with

complet ion of these i tems of Work in individual

rooms, quarters or premises e tc. where the Work is

done, wi thout wai t ing for complet ion of al l other i tems

of Work in the contrac t . In case the Contrac tor fai ls to

comply with requirement of this condi t ion, the

Engineer shal l have the r ight to get the Work done by

other means a t the r isk and cost of the Contractor .

The Engineer shall give three days not ice in wri t ing to

the Contrac tor before taking such ac t 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 penalty as the Engineer may impose for

such wrongful conduct of the Contrac tor (which

penalty, the Engineer shal l be competent to impose and

against the imposi t ion of which or the amount thereof

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by the Engineer an appeal shall l ie only to the

Commissioner wi thin seven days of the order in tha t

behalf of the Engineer and the decis ions of the

Commissioner shall be f ina l and binding upon the

Contractor) may be deducted f rom any money due or to

become due to the Contractor , under this or any other

contrac t be tween the Contrac tor and the Corpora tion.

119. Maintenance The Contrac tor shall mainta in the f inished surface of

the road for a period as specif ied in Contract

document, af ter the complet ion of Work without any

extra cost to corpora t ion i rrespect ive of the designs,

s tandards and specif icat ions and ac tual t raff ic e tc .

The Contrac tor shal l ge t the potholes f i l led up with

asphal t mix materia ls and keep the road surface in

good condi t ion throughout the year . 5 percent amount

of the tota l Work done shal l be with held f rom

running account bi l l for the period specif ied in the

Contract document f rom 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 wi thheld towards maintenance charges shal l

be a l lowed to be replaced with Bank guarantee or

other recognised forms a t intermedia te s tage, i f so,

desi red in wri t ing. This maintenance charges shal l be

in addi t ion to security deposi t .

On complet ion of the Work in a l l respects, necessary

cert if icates wil l be issued by the Engineer and the

defect l iabi l i ty period wil l be counted from the date of

issue of such cert i f ica tes

Al l damages during execut ion shall be made good by

the Contrac tor a t his cost . He wil l be responsible for

any damage to the road surface inc luding B.T. surface

in ra iny season and during construct ion and

guaranteed maintenance period and no separate

payment wi l l be made for resort ing such damages.

Defect ive Work is l iable to be rejected a t any s tage.

The Contrac tor on no account can refuse to rec ti fy

defects merely on reasons that further Work has been

carr ied out. No extra payments shall be made for such

rec t if icat ion.

120. Defects

Liabi l i ty

Cert if ica te

The Contrac t shal l not be considered as completed

unt i l a Defects Liabi l i ty Cert if ica te shal l have been

s igned by the Engineer and delivered to the

Contractor , s ta t ing the date on which the Contrac tor

shal l have completed his obl igat ions to execute and

complete the Works and remedy any defects there in to

the Engineer’s sa tisfac tion. The Defects Liabi l i ty

Cert if ica te shal l be given by the Engineer wi thin 28

days af ter the expira t ion of the la tes t such period, or

as soon thereafter as any Works inst ructed, pursuant to

Clauses 121 and have been completed to the

sa t isfac tion of the Engineer , Provided that the issue of

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the Defects Liabil i ty Cert i f ica te shal l not be a

condi t ion precedent to payment to the Contractor of

the Retent ion Money.

121. Unfulf i l led

Obl igat ions

Notwithstanding the issue of the Defects Liabi l i ty

Cert if ica te the Contrac tor and the Corpora t ion shal l

remain l iable for the fulf i l lment of any obl igat ion

incurred under the provis ions of the Contrac t pr ior

to the issue of the Defects Liabil i ty Cert if ica te is

i ssued and, for the purposes of de termining the

nature and extent of any such obl igat ion, the

Contract shall be deemed to remain in force between

the part ies to the Contract . Notwithstanding the

issue of the Defects Liabi l i ty Cert i f ica te the

Contractor and the Corpora t ion shal l remain l iable

for the fulf i l lment of any obl igat ion incurred under

the provis ions of the Contract pr ior to the issue of

the Defects Liabil i ty Cert i f ica te is i ssued and, for

the purposes of de termining the nature and extent of

any such obl igat ion, the Contrac t shal l be deemed to

remain in force between the part ies to the Contrac t .

122. Refund of

Securi ty

Deposi t

The amount of securi ty deposi t lodged by a

Contractor shall be refunded along with the payment

of the f ina l bi l l , or af ter the expiry of the defect

l iabi l i ty period which ever is la ter unless the

Engineer is of the opinion that in order to safeguard

against defects and pending c la ims against the

Contractor i t i s necessary to re ta in more amount

re ta ined as re tent ion money.

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.

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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.

(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;

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(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 strength,and 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, 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.

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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.

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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:-

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ANNEXURE ‘C’

Eò®úÉ®úxÉɨÉÉ {ÉjÉ (°ü. 100/- SªÉÉ º]õì {É {Éä{É®ú´É®ú)

xÉ´ÉÒ ¨ÉÖƤÉ<Ç ¨É½þÉxÉMÉ®ú{ÉÉʱÉEäòSÉä ´ÉiÉÒxÉä ¶É½þ®ú +ʦɪÉÆiÉÉ / EòɪÉÇEòÉ®úÒ +ʦɪÉÆiÉÉ xÉ´ÉÒ ¨ÉÖƤÉ<Ç ¨É½þÉxÉMÉ®ú{ÉÉʱÉEòÉ, xÉ´ÉÒ ¨ÉÖƤÉ<Ç. ---------------------------------------- ---------------------------------------- ---------------------------------------- Eò®úÉ®ú ʱɽÖþþxÉ näùhÉÉ®ú

EòÉ®úhÉä Eò®úÉ®úxÉɨÉÉ Ê±É½ÚþxÉ näùiÉÉä EòÒ, xÉ´ÉÒ ¨ÉÖƤÉ<Ç ¨É½þÉxÉMÉ®ú{ÉÉʱÉEòÉ ºlÉɪÉÒ ºÉʨÉiÉÒxÉä ö®úÉ´É Gò. ---------------

-------------- ÊnùxÉÉÆEò / / 2009 +x´ÉªÉä ---------------------------------------------

------------------------------- EòɨÉÉSÉÒ ÊxÉÊ´ÉnùÉ ¨ÉÆVÉÚ®ú ZÉɱÉÒ +ɽäþ.

iªÉÉ|ɨÉÉhÉä +ɨ½þÒ ´É®úÒ±É Ê`öEòÉhÉÒ {ÉÖføÒ±É ¶ÉiÉÔ´É®ú ¤ÉÉÆvÉÒ±É +ɽþÉäiÉ.

1. EÆòjÉÉ]õnùÉ®úÉxÉä ¤ÉÄEò MÉì®Æú]õÒSªÉÉ º´É°ü{ÉÉiÉ +xÉɨÉiÉ ®úCEò¨É ¨½þhÉÚxÉ EÆòjÉÉ]õ ®úCEò¨ÉäSªÉÉ 2 ]õCEäò

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¤ÉÄEäòiÉ `äö ÉhÉä +ɴɶªÉEò +ɽäþ. =´ÉÇÊ®úiÉ +xÉɨÉiÉ ®úCEò¨É näùªÉ ʤɱÉÉiÉÚxÉ 2 ]õCEäò nù®úÉxÉä ´ÉVÉÉ

Eò®úhÉäSÉÒ +ɽäþ.

2. VÉxÉ®ú±É ]åõb÷®ú xÉÉä]õÒºÉ "¶ÉÖvnùÒ{ÉjÉɺɽþ' ÊxÉÊ´ÉnùÉEòÉ®úÉÆxÉÉ ºÉÖSÉxÉÉ ºÉ´ÉÇ +]õÒ ºÉÉvÉÉ®úhÉ +]õÒ,

°ü{É®äú¹ÉÉ iÉ{ɶÉÒ±É, ÊxÉÊ´ÉnùÉ nùºiÉBä´ÉVÉ ´É κ´ÉEÞòiÉÒ {ÉjÉ xÉÆ. ---------------------

Ênù. / /2009 ½äþ ºÉ´ÉÇ Eò®úÉ®úÉSÉä EòÉMÉnù{ÉjÉ +ºÉiÉÒ±É.

3. EÆòjÉÉ]õnùÉ®úÉxÉä +É{ɱÉä EòÉ¨É ÊxÉvÉÉÇ®úÒiÉ ´Éä³äýiÉSÉ Eäò±Éä {ÉÉʽþVÉä.

4. ¨É½þÉ{ÉÉʱÉEòÉ EÆòjÉÉ]õnùÉ®úÉxÉä |ÉiªÉIÉ Eäò±É䱪ÉÉ EòɨÉÉSÉÒä ®úCEò¨É ¶Éäb÷¬Ú±É ®äú]õ / EòÉä]äõb÷

{ɺÉç]äõVÉ|ɨÉÉhÉä EÆòjÉÉ]õnùÉ®úÉºÉ näù<DZÉ.

5. ¨É½þÉ{ÉÉʱÉEäòxÉä VÉ®ú EÆòjÉÉ]õnùÉ®úÉºÉ EòÉähÉiÉÒ½þÒ ºÉä´ÉÉ Ênù±ªÉÉºÉ iªÉÉSÉÒ ®úCEò¨É EÆòjÉÉ]õnùÉ®úÉxÉä

¨É½þÉ{ÉÉʱÉEäòºÉ näùhÉä MÉ®úVÉäSÉä +ɽäþ.

6. ºÉnù®ú EòɨÉÉSªÉÉ ºÉÆnù¦ÉÉÇiÉ BJÉÉtÉ ´Éä³äýºÉ Ê´É´ÉÉnù ÊxɨÉÉÇhÉ ZÉɱªÉÉºÉ iÉÉä Ê´É´ÉÉnù `öÉhÉä / ¨ÉÖƤÉ<Ç

xªÉɪÉɱɪÉÉÆSªÉÉ ½þqùÒiÉ iªÉÉSÉÉ ÊxÉ´ÉÉb÷É ½þÉä<DZÉ.

´É®úÒ±É ºÉ´ÉÇ ÊxÉªÉ¨É ´É +]õÒ +ɨ½þÒ EòɳýVÉÒ{ÉÚ´ÉÇEò ´ÉÉSɱªÉÉ +ºÉÚxÉ iªÉÉ +ɨ½þɱÉÉ {ÉÚhÉÇ{ÉhÉä

¨ÉÉxªÉ ´É ¤ÉÆvÉxÉEòÉ®úEò +ɽäþiÉ. ½þÉ Eò®úÉ®úxÉɨÉÉ ¨ÉÒ ®úÉVÉÒJÉÖ¶ÉÒxÉä ʱɽÚþxÉ Ênù±ÉÉ +ɽäþ.

Ê`öEòÉhÉ :- ºÉÒ. ¤ÉÒ. b÷Ò., ¤Éä±ÉÉ{ÉÚ®ú, xÉ´ÉÒ ¨ÉÖƤÉ<Ç - 400 614.

ÊnùxÉÉÆEò :- / /2009.

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ºÉÉIÉÒnùÉ®ú Eò®úÉ®úxÉɨÉÉ Ê±É½ÚþxÉ näùhÉÉ®ú

1. º´ÉÉIÉ®úÒ : º´ÉÉIÉ®úÒ (EÆòjÉÉ]õnùÉ®ú)

xÉÉ´É : ----------------------------------- xÉÉÆ É : ---------------------

{ÉkÉÉ : ---------------------------------- {ÉkÉÉ : ---------------------

2. º´ÉÉIÉ®úÒ : ®ú¤É®úÒ Ê¶ÉCEòÉ

xÉÉ´É : -----------------------------------

{ÉkÉÉ : ----------------------------------

¨ÉxÉ{ÉÉ º´ÉÉIÉ®úÒ :

ºÉɨÉÉxªÉ ¨ÉÖpùÉ. {ÉnùxÉÉ¨É :

------------------------------ xÉ´ÉÒ ¨ÉÖƤÉ<Ç ¨É½þÉxÉMÉ®ú{ÉÉʱÉEòÉ.

ºlÉɪÉÒ ºÉʨÉiÉÒSªÉÉ JÉɱÉÒ±É nùÉäxÉ ºÉnùºªÉÉƺɨÉIÉ ºÉɨÉÉxªÉ ¨ÉÖpùÉ =¨É]õÊ´ÉhªÉÉiÉ +ɱÉÒ +ɽäþ.

1. xÉÉÆ É : ----------------------------------- 1. º´ÉÉIÉ®úÒ : ---------------

2. xÉÉÆ É : ----------------------------------- 2. º´ÉÉIÉ®úÒ : ---------------

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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._____________________________________

__________________________________________________________________

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Place :- __________________

Date :- __________________

S E A L

Notary, Maharashtra State BEFORE ME

Notary, Maharashtra State

Noted and Registered at _________________________________

Serial Number

_______________________________

For & on Behalf of Corporation.

Accepted By.

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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, Belapur Bhavan, CBD from date of

publication of Tender Notice on News paper to the Contractors who have enrolled at NMMC E-

tendering Cell for work of Tender Amount upto 25 lacs. or NMMC Enrolled Contractor may buy

tender book from E- tendering website www.nmmctenders.com

2.2 For work of tender amount Rs. 25 lacs above, tender book will be issued online though E-

tendering Website www.nmmctenders.com to Contractor, who is enrolled with NMMC.

2.3 Price of Blank Tender form cost must be paid in cash/Demand Draft in NMMC’s Account

Department and Receipt of the same should be given to E-tendering cell.

.

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

conform 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 in the form a demand draft / pay order in favour of

‘Navi Mumbai Municipal Corporation’, a fixed deposit with the Corporation or a bank guarantee as

per format indicated in Annexure 1. The failure or omission to deposit the Earnest Money shall

disqualify the Tender and the Corporation shall exclude from its consideration such disqualified

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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.nmmctenders.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 foreited by the Corporation.

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 BPMC Act. 1949. The Tenderer shall furnish an Affidavit on a Non-Judicial stamp

paper of Rs.10/- If any information so furnished shall be found to be untrue or false, the tender shall

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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.

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. 25 lacs) in the manner specified in the

following paragraph will be received in any of the following offices / manner :

a) Hon. Commissioner’s office, 1st floor, Belapur Bhavan;

b) Medical Health Officer’s Office, 8th floor, Belapur Bhavan; and

c) By courier or by mail within specified time, as indicated above.

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The tenders estimated cost above Rs. 25 lacs should be submitted online at www.nmmctenders.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 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 in the form of Demand Draft/Pay Order Original cash receipts (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 EMD in the form of Demand Draft/Pay order (as per clause 6.0 above) or valid certificate

of exemption issued bythe City Enginner of Navi Mumbai Municipal Corporation.

f) Attested copy of the valid registration certificate (as requested by the eligibility condition at

Annexure ‘A’)

g) Up-to-date valid clearance Certificates for income tax, Sales tax, Cess 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.

k) List of works in tenderer as on the date of submission of the this tender Annexure 6.

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l) List of machinery and plant immediately available with the Tendere for use ont his work and

list of machinery proposed to be utilized on this work bit 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. 25 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. 25 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

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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

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. 25 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. 25 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.

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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

The Tenders are liable to be rejected if the Tenderer

� Does not submit price of Tender in the form of original cash receipt/DD/pay order.

� 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.

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� 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.

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 :

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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/-. 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.

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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.

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Annexure –1

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.

6. 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

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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.

7. We ......................................................... further agree with the NMMC that

(indicate the name of Bank)

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).

8. 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 ...................................................

(indicate the name of bank)

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Annexure –2

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

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Address .........................................................................................

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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

Certified copy of Audiated Balance Sheet

Profit / Loss statement attested

(Yes/No.)

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Previous Financial year (Y-1)

2nd

Previous Financial year (Y-2)

3rd

Previous Financial year (Y-3)

5. Details of Black Listed & Litigation

6. Remarks

Signature of Proprietor or Authorised person of the Firm

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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

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Annexure –5

List of Work in Hand as on the date of submission of this Tender

Sr. 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.

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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

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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.

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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 7

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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

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ACCOMPANIMENT TO THE GOVERNMENT RESOLUTION

PUBLIC WORKS DEPARTMENT NO. CAT/06/04/148, DATED : 16/05/2005

PRICE VARIATION CLAUSE

If during the operative period of the Contract as defined in condition (I) below, there shall

be any variation in the Consumer Price Index (New Series) for Industrial Workers for

Mumbai Center as per the Labour Gazette Published by the Commissioner of Labour,

Government of Maharashtra and/or in the whole-sale Price Index for all commodities

prepared by the office of Economic Advisor, Ministry of Industry, Government of India, or

in the price of petrol/ oil and lubricants and major construction materials like bitumen,

cement, steel, various types of metal pipes etc., then subject to the other conditions

mentioned below, price adjustment on account of

1) Labour component

2) Material Component

3) Petrol, Oil and Lubricants Component

4) Bitumen Component

5) HYSD & Mild Steel Component

6) Cement Component

7) C.I. and D.I. Pipes Component

Calculated as per the formula hereinafter appearing, shall be made. Apart from

these, no other adjustment shall be made to the contract price for any whatsoever.

Component percentage as given below are as the cost of work put to tender. Total of

Labour, Material & POL component shall be 100 and other component shall be as per

actuals.

Sr.NO. Item No. Labour

Component

(K1)

Material

Component

(K2)

Pol

Component

(K3)

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1 For New Road Works 49% 47% 4%

2 For WBM Road 42% 49% 9%

3 For WBM & Asphalting

Road

27% 56% 7%

4 For Asphalting road

works

25% 61% 14%

5 For Drainage Works 41% 52% 7%

6 For Bridge works 39% 58% 3%

7 For Building works 27% 72% 1%

8 Concrete road works 63% 25% 12%

Bitumen Component Actual

HYSD & Mild Steel Component Actual

Cement Component Actual

C.I. and D.I. Pipe Component Actual

Note : If Cement, Steel, Bitumen, C.I. & D.I. Pipes are supplied on Schedule “A” then respective

component shall not be considered. Also if particular component is not relevant same shall be

deleted.

2. Formula for Labour Component :

−=

0

0111

10085.0

L

LLx

KPV

Where,

V1 = Amount of price variation in Rupees to be allowed for Labour Component.

P = Cost of work done during the quarter under Consideration Minus the cost of Cement,

HYSD and Mild Steel, Bitumen C.I. and D.I. Pipes calculated at the basic star rates as

applicable for the tender, consumed during the quarter under consideration.

The star rates shall be considered for the preparation of estimate or at the time of comparison

with new DSR.

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K1 = Percentage of Labour Component as indicated above.

L0 = Basic Consumer Price Index for Mumbai center shall be average consumer price

index for the quarter preceding the month in which the last date prescribed for receipt

of tender falls.

L1 = Average consumer price index for Mumbai centre for the quarter under consideration.

2. Formula for Material Component :

−=

0

0122

10085.0

M

MMx

KPV

Where,

V2 = Amount of price variation in Rupees to be allowed for Material Component

P = Same as worked out for Labour Component

K2 = Percentage of Material Component as indicated above.

M0 = Basic wholesale price index shall be average wholesale price index for the quarter

preceding the month in which the last date prescribed for receipt of tender falls.

M1 = Average wholesale price index during the quarter under consideration.

3. Formula for Petrol, Oil and Lubricant Component :

−=

0

013

10085.03

P

PPx

KPV

Where,

V2 = Amount of price variation in Rupees to be allowed for POL Component

P = Same as worked out for Petrol, Oil and Lubricant Component

K3 = Percentage of Petrol, Oil and Lubricant Component

P0 = Average price of HSD at Mumbai during the quarter preeding the month in which the

last date prescribed for receipt of tender falls.

P1 = Average price of HSD at Mumbai during the quarter under consideration.

4. Formula for Bitumen Component :

( )014 BBQV b −=

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Where,

V4 = Amount of price variation in Rupees to be allowed for Bitumen Component.

Qb = Quantity of Bitumen (Grade) in metric tonnes used in the permanent works and

approved enabling works during the quarter under consideration.

B1 = Current Average ex-refinery price per metric tonne of Btumen (Grade…) under

consideration including taxes (Octroi, excise sale tax) during the quarter under

consideration.

B0 = Basic rate of Bitumen in Rupees per metric tonne as considered for working out value

of P or average ex-refinery price in rupees per metric tonne including taxes (Octroi,

excise, sales tax) of Bitumen for the grade of bitumen under consideration prevailing

quarter preceding the month in which the last date prescribed for receipt of tender

falls, whichever is higher.

5. Formula for HYSD and Mild Steel Component :

( )

TxSI

SISISV

0

0105

−=

Where,

V5 = Amount of price variation in Rupees to be allowed for HYSD / Mild Steel Component

S0 = Basic rate of HYSD / Mild Steel in Rupees per metric tonne as considered for working

out value of P

SI1 = Average steel index as per RBI Bulletin for the quarter under consideration

SI0 = Average of Steel Index as per RBI Bulletin for the quarter preceding the month in

which the last date prescribed for receipt of tender falls.

T = Tonnage of Steel used in the permanent works for the quarter under consideration.

6 Formula for Cement Component :

( )Tx

CI

CICICV

0

0106

−=

Where,

V6 = Amount of price escalation in Rupees to be allowed for cement component.

C0 = Basic Rate of cement in Rupees per metric tonne as considered for working out value

of P.

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CI1 = Average Cement Index published in the RBI Bulletin for the quarter under

consideration.

CI0 = Average of Cement Index published in the RBI Bulletin for the quarter proceeding the

month in which the last date prescribed for receipt of tender falls.

T = Tonnage of Cement used in the permanent works for the quarter under consideration.

7 Formula for C.I./D.I. Pipe Component :

( )017 DDQV d −=

Where,

V7 = Amount of price escalation in Rupees to be allowed for C.I./D.I. component.

D0 = Pig Iron basic price in Rupees per tonne during the quarter under consideration

(published by IISCO)

D1 = Average Pig Iron Price in Rupees per tonne during the quarter under consideration

(published by IISCO).

Qd = Tonnage of C.I./D.I Pipes used in the works during the quarter under consideration.

The following conditions shall prevail :

(vi) The operative period of the Contract shall mean the period commencing from the date of

work order issued to the Contractor and ending on the date on which the time allowed for the

completion of the works specified in the Contract for work expires, taking into consideration

the extension of time, if any, for the completion of the work granted by The Engineer under

the relevant clause of the Conditions of Contract in cases other than those where such

extension is necessitated on account of default of the Contractor. The decision of the

Engineer as regards the operative period of the Contract shall be final and binding on the

Contractor. Where any compensation for liquidated damages is levied on the Contractor on

account of delay in completion or inadequate progress under the relevant contract provisions,

for the balance of work from the day of levy of such compensation price adjustment amount

shall be worked out by pegging the indices, L,M,C,P,B,SI and CI to the levels corresponding

to the date from which such compensation is levied.

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(vii) This price variation clause shall be applicable to all contracts in B1/B2 & C form but shall not

apply to piece works. The price variation shall be determined during each quarter as per

formula given above in this clause.

(viii) The price variation under this clause shall not be payable for the extra item required to be

executed during the completion of the work and also on the excess quantities of items

payable under the provision of Clause 38/37 of the contractor from B1/B2 resp. since the

rates payable for the extra items / or the extra quantities under clauses are to be fixed as per

current DSR or as mutually agreed to yearly revision till completion of such work. In other

words, when the completion / execution of extra items as well as extra quantities under

clauses 38/37 of the contract from B1/B2 extends beyond the operative date of the DSR then

rates payable for the same beyond the date shall be revised with reference to the current

DSR prevalent at that time on year to year basis or revised in accordance with mutual

agreement thereon, as provided for in the Contract, whichever is less.

(ix) This clause is operative both ways, i.e. if the price variation as calculated above is on the

plus side, payment on account of the price variation shall be allowed to the Contractor & if it

is on the negative side, the Government shall be entitled to recover the same from the

Contractor and the amount shall be deductible from any amounts due and payable under the

contract.

(x) To the extent that full compensation for any rise or fall in costs to the Contractor is not

entirely covered by the provision of this or other clauses in the contract, the unit rate and

prices included in the contract shall be deemed to include amounts to cover the contingency

of such other actual rise or fall in costs.

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ADDITIONAL SPECIFICATIONS

The specifications generally conform to MORT & H specifications for Road and Bridge works 4th Revision

2001.

1. Granular Sub-Base (GSB)

The gradation for the GSB(Grade II) material is as follows:

IS Sieve Designation Per cent by weight passing the IS Sieve

75.0 mm --

53.0 mm 100

26.5 mm 70-100

9.50 mm 50-80

4.75 mm 40-65

2.36 mm 30-50

0.425 mm 15-25

0.075 mm 3-10

CBR Value (Minimum) 25

Note : The material passing 425 micron (0.425mm) sieve when tested according to IS:2720 (Part 5 )

shall have liquid limit and plasticity index not more than 25 and 6 per cent respectively.

The tests to be conducted with frequency is given below:

Test Frequency (min.)

(i) Gradation One test per 200 m3

(ii) Atterberg limits One test per 200 m3

(iii) Moisture content prior to compaction

One test per 250 m3

(iv) Density of compacted layer One test per 500 m2

(v) Deleterious constituents As Required

(vi) C.B.R. As Required

2. Wet Mix Macadam (WMM)

The physical requirement of coarse aggregate for WMM is as follows:

Test Test Method Requirements

1. *Los Angeles Abrasion value or

*Aggregate impact value

IS:2386 (Part-4)

IS:2386 (Part-4)or

IS:5640

40 per cent (max.)

30 per cent (Max)

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2. Combined Flakiness and Elongation

indices (Total)

IS: 2386 (Part-1) 30 per cent (Max)**

* Aggregate may satisfy requirements of either of two tests.

** To determine this combined proportion, the flaky stone from a representative sample should first be

separated out. Flakiness index is weight of flaky stone metal divided by weight of stone sample. Only

the elongated particles be separated out from the remaining (non-flaky) stone metal. Elongation index

is weight of elongated particles divided by total non-flaky particles. The value of flakiness index and

elongation index so found are added up.

If the water absorption value of the coarse aggregate is greater than 2 per cent, the soundness test

shall be carried out on the material delivered to site as per IS:2386 (Part-5).

The grading requirement is as follows:

IS Sieve Designation Per cent by weight passing the IS sieve.

53.00 mm 100

45.00 mm 95-100

26.50 mm ____

22.40 mm 60-80

11.20 mm 40-60

4.75 mm 25-40

2.36 mm 15-30

600.00 micron 8-22

75.00 micron 0-8

Materials finer than 425 micron shall have Plasticity Index (PI) not exceeding 6.

The test to be conducted with their frequency is given below:

Test Frequency

(i) Aggregate Impact One test per 200 m3 of aggregate

(ii) Grading One test per 100 m3 of aggregate

(iii) Flakiness and Elongation Index One test per 200 m3 of aggregate

(iv) Atterberg limits of portion of aggregate passing 425 micron sieve

One test per 100 m3 of aggregate

(v) Density of compacted layer One test per 500 m2

3. DRY LEAN CONCRETE

The aggregate gradation for dry lean concrete is as follows:

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Sieve Designation Percentage passing sieve by weight

26.50 mm 100

19.00 mm 80-100

9.50 mm 55-75

4.75 mm 35-60

600.00 micron 10-35

75.00 micron 0-8

4. Pavement Quality Concrete (PQC)

Quality Control Tests for materials and concrete shall be as under:

1. Cement Physical & Chemical tests

IS:269

IS:455

IS:1489

IS:8112

IS:12269

Once for each source of supply and occasionally when called for in case of long/improper storage. Besides, the Contractor also will submit daily test data on cement released by the Manufacturer.

2. Coarse and Fine aggregates

(i) Gradation IS:2386

(Pt.1)

One test for every day’s work of each fraction of coarse aggregate and fine aggregate, initially; may be relaxed later at the discretion of the Engineer.

(ii) Deleterious

constituent

IS:2386

(Pt.2)

---do---

(iii) Water

absorption

IS:2386

(Pt.3)

Regularly as required subject to a minimum of one test a day for coarse aggregate & two tests a day for fine aggregate. This data shall be used for correcting the water demand of the mix on daily basis.

3. Coarse Aggregate

i) Los Angles Abrasion value or Aggregate Impact test

ii) Soundness

IS : 2386 (Pl. 4)

IS : 2386 (Pt.5)

Once for each source of supply and subsequently on monthly basis.

Before approving the aggregate and every month subsequently.

iii) Alkali aggregate reactivity

IS : 2386 (Pt. 7)

- do -

4. Water Chemical Tests IS : 456 Once for approval of source of supply, subsequently only in case of doubt.

5. Concrete (i) Strength of concrete

IS : 516 2 cubes and 2 beams per 150 m3 or part thereof (one for 7 day and other for 28 day strength) or minimum 6 cubes and 6 beams per day’s work whichever is more.

(ii) Core strength on hardened concrete

IS : 516 As per the requirement of the Engineer; only in case of doubt.

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(iii) Workability of fresh concrete-slump-Test

IS:1199 One test per each dumper load at both Batching plant site and paving site initially when work starts. Subsequently sampling may be done from alternate dumper.

(iv) Thickness determination

From the level data of concrete pavement surface and sub-base at grid points of 5/ 6.25 m x 3.5 m

(v) Thickness measurement for trial length

3 cores per trial length.

(vi) Verification of level of string line in the case of slip form paving and steel forms in the case of fixed form paving

String line or steel forms shall be checked for level at an interval of 5.0 m or 6.25 m. The level tolerance allowed shall be ± 2mm. These shall be got approved 1-2 hours before the commencement of the concreting activity.

5. BITUMINOUS MACADAM (BM)

The physical requirements for coarse aggregate are as under :

Property Test Specification

Cleanliness Grain size analysis’ Max 5% passing 0.075 mm sieve

Particle shape Flakiness and Elongation Index

(Combined)2

Max 30%

Strength * Los Angles Abrasion Value3

Aggregate Impact Value3

Max 40%

Max 30%

Durability Soundness4

Sodiumium Sulphate

Max 12%

Magnesium Sulphate Max 18%

Water Absorption Water absorption5 Ma 2%

Stripping Coating and stripping of Bitumen

Aggregate Mixtures6

Minimum retained coating

95%

Water Sensivity7 Retained Tensile strength Min 80%

Notes : 1

IS :2386 Part I

4. IS : 2386 Part 5

2 IS:2386 Part I 5. IS :2386 Part 3

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(the elongation test to be done only on non-flaky aggregates in the sample)

3. IS: 2386 Part 4* 6. IS :6241

7. The water sensitivity test is only to be carried out if the minimum retained

coating in the stripping test is less than 95%.

* Aggregate may satisfy requirements of either of these tests. The aggregate grading required is given below :

IS Sieve (mm) Cumulative % by weight of total aggregates passing.

26.5 100

19 90-100

13.2 56-88

4.75 16-36

2.36 4-19

0.3 2-10

0.075 0-8

Bitumen content, % by weight of total mixture1

3.3 – 3.5

Bitumen grade 35 to 90

Notes : 1 Appropriate bitumen contents for condition in cooler areas of India

may be up to 0.5% higher subject to the approval of the Engineer.

Sl. Test Frequency (Min)

(i) Quality of binder Number of samples per lot and tests as per IS 73, IS :

217 and IS :8887 as applicable

(ii) Aggregate Impact value

/Los Angeles

Abrasion Value

One test per 50m3 of Aggregate

(iii) Flakiness Index and

Elongation Index

One test per 50m3 of Aggregate

(iv) Stripping Value Initially one set of 3 representative specimens for

each source of supply; subsequently when warranted

by changes in the quality of aggregates.

(v) Water Sensitivity of mix Initially one set of 3 representative specimens for

each source of supply subsequently when warranted

by changes in the quality of aggregates. (If required)

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(vi) Grading of aggregates

Two test per day per plant both on the individual

constituents and mixed aggregates from the dryer.

(vii) Water absorption of

aggregates

Initially one set of 3 representative specimens for

each source of supply subsequently when warranted

by changes in the quality of aggregates.

(viii) Soundness (magnesium

and sodium sulphate)

Initially one determination by each method for each

source of supply, then as warranted by change in the

quality of aggregates.

(ix) Percentage of fractured

faces

When gravel is used, one test per 50m3 of

aggregates.

(x) Binder content and

aggregate grading

Periodic, subject to minimum of two tests per day per

plant.

(xi) Control of temperature of

binder and aggregate for

mixing and of the mix at the

time of laying and rolling

At regular close intervals.

(xii) Rate of spread of mixed

materials

Regular control through checks of layer thickness

(xiii) Density of compacted layer One test per 250 m2 of area.

6. Bituminous Concrete

The course aggregates shall satisfy the following physical requirements.

Property Test Specification

Cleanliness (dust) Grain size analysis1 Max 5% passing

0.075 mm sieve

Particle shape Flakiness and Elongation Index Max 30% (Combined)2

Strength * Los Angeles Abrasion Value3

Aggregate Impact Value

Max 30%

Max 24%

Polishing

Durability

Polished Stone Value5

Soundness6

Sodium Sulphate

Magnesium Sulphate

Min 55

Max 12%

Max 18%

Water Absorption Water Absorption7 Max 2%

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Stripping Coating and stripping of

Bitumen Aggregate Mixtures9

Minimum retained

Coating 95%

Water Sensitivity** Retained Tensile Strength8 Min 80%

Notes : 1. IS : 2386 Part 1 6. IS : 2386 Part 5

2. IS : 2386 Part 1 7. IS : 2386 Part 3

(the elongation test to be done only on non-flaky aggregates in the sample)

3. IS : 2386 Part 4 * 8. AASHTO T283 **

4. IS : 2386 Part 4 * 9. IS : 6241

5. BS : 812 Part 114

* Aggregates may satisfy requirements of either of these two tests.

** The water sensitivity test is only required if the minimum retained coating in the stripping test is less

than 95%.

The aggregates shall conform to the grading given below :

IS Sieve1 (mm) Cumulative Per cent by weight of total aggregate passing

19 100

13.2 79-100

9.5 70-88

4.75 53-71

2.36 42-58

1.18 34-48

0.6 26-38

0.3 18-28

0.15 12-20

0.075 4-10

Bitumen content % by

Mass of total mix2

5.0-7.0

Bitumen grade (pen) 65

Notes : 1. The combined aggregate grading shall not vary from the low limit on one sieve to the high limit on the adjacent sieve.

2. Determined by the Marshall method. The mix design shall satisfy the following requirements.

Minimum stability (kN at 60°C)

Minimum flow (mm)

Maximum flow (mm)

9.0

2

4

Compaction level (Number of blows)

75 blows on each of the two

faces of the specimen

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Per cent air voids 3-6

Per cent voids in mineral aggregate (VMA) See Table 500-12 of MORT&H

Per cent voids filled with bitumen (VFB) 65-75

Loss of stability on immersion in water at 60°C

(ASTM D 1075)

Min. 75 per cent

Retained strength

The frequency of quality control tests is as under :

(i) Quality of binder Number of samples per lot and tests as per

IS 73, IS : 217 and IS :8887 as applicable

(ii) Aggregate Impact One test per 50m3 of Aggregate

(iii) Flakiness Index and Elongation Index One test per 50m3 of Aggregate

(iv) Stripping Value Initially one set of 3 representative

specimens for each source of supply

subsequently when warranted by changes

in the quality of aggregates

(v) Soundness (Magnesium and Sodium

Sulphate)

Initially one determination by each method

for each source of supply, then as

warranted by change in the quality of

aggregates

(vi) Water absorption of aggregates Initially one set of 3 representative

specimens for each source of supply

subsequently when warranted by changes

in the quality of aggregates.

(vii) Sand equivalent test As required

(viii) Plasticity Index As required

(ix) Polished stone value As required

(x) Percentage of fractured faces When gravel is used, one test per 50m3 of

aggregates

(xi) Mix grading One set of tests on individual constituents

and mixed aggregate from the dryer for

each 400 tonnes of mix subject to a

minimum of two tests per plant per day.

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(xii) Stability of Mix

For each 400 tonnes of mix produced, a set

of 3 Marshall specimens to be prepared

and tested for stability, flow value, density

and void content subject to a minimum of

two sets being tested per plant per day.

(xiii) Water sensitivity of mix

(Retained Tensile Strength)

Initially one set of 3 representative

specimens for each source of supply

subsequently when warranted by changes

in the quality of aggregates. (If required)

(xiv) Swell test on the mix As required

(xv) Control of temperature of binder in

boiler, aggregate in the dryer and mix

at the time of laying and rolling

At regular close intervals.

(xvi) Control of binder content and grading

of the mix

One test for each 400 tonnes of mix subject

to a minimum of two tests per day per

plant.

(xvii) Rate of spread of mixed material Regular control through checks on the

weight of mixed material and layer

thickness

(xviii) Density of compacted layer One test per 250 m2 area.

7. Bituminous Bound Macadam

1) General

The work consists of supply of materials and labor required for providing and laying bituminous bound

macadam surface for compacted thickness of 50/75 mm. This item includes preparing existing road

surface to receive the bituminous bound macadam course i.e. picking the existing picking the existing

W.B.M surface or application of tack coat on existing B.T. surface spreading of 40 mm size metal

layer in required thickness with compaction with power roller heating and spraying between with

sprayer etc. spreading key aggregates 12 mm chips and compact with power roller etc. complete and

finishing in accordance with the requirement in close conformity with grades lines sections and

thickness as per approved drawings etc. complete.

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2) Diversions

Temporary diversion shall be constructed and maintained by the contractor at his own cost. Diversion

shall be watered as dust is likely to blow on to the road being biluminized.

3) Materials

A) Aggregates The aggregates for providing B.B.M. surface shall comply with specification Nos. Rd-41 for 40 mm

and 12 mm size metal which shall normally comply with the following regarding size and quantity of

bitumen

Description

Rate of application 100 sq. m. 75 mm 50 mm

On asphalt Surface

On W. B. M. Surface

On asphalt Surface

On W. B. M Surface

a) 40 mm size hand broken metal

9.00cum 9.00cum 6.00cum 6.00cum

b) 12 mm size chips

1.8 cum 1.8 cum 1.8 cum 1.8 cum

c) Bitumen for grouting I. S. Grade S 35 with 30/40 penetration or S 65 with 60 /70 penetration

200 Kg.

200Kg.

175 Kg.

175 Kg.

d) Tack coat for existing bituminous surface

50 Kg. 50Kg.

Note: hand broken is preferred. However up to 30% of total quantity of 40 mm size crusher broken metal can

be used.

B) Bitumen.

The bitumen shall be paving bitumen of suitable penetration grade within the range S 35 to S65 or A

65(30/40 TO 65/70) as per Indian Standard for “paving Bitumen” IS;73-1992

Preparing the base :

Any pothole in the existing bituminous road surface and broken edges shall be patched well in

advance and the surface shall be brought to correct level and camber with additional metal and

bitumen as required which will be paid separately. Before starting the work the bituminous surface

shall be swept clean of all the dirt, mud cakes, animal droppings other loose foreign material.

If so required by the Engineer, the contractor shall keep the side width & nearby diversion watered to

prevent dust from blowing over the surface to be bituminized.

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Existing water bound macadam surface shall be picked for and surface loosened for a depth of 5 cm,

and the picked surface shall be brought approximately to the correct camber and section. Edge line

shall be correctly marked by dog belling the surface to form a continuous vee notch.

There shall always be sufficient length of prepared surface ahead of the bituminous surfacing

operations as directed by the Engineer to keep this operation continuous.

4) Spreading and Compaction.

4.1 Spreading of 40 mm metal.

40 m size metal shall be spread evenly at the specified rate of 9 cubic merre/6 cubic meter per 100 square

meter of area so as to form a level over the which correct camber/ super elevation as required. Any foreign

matter, organic matter, dust, grass etc. shall be removed immediately. The sections shall be checked with

camber board and straight edge batten etc. Any irregularities shall be made good by adding aggregates in

case of depression and removing aggregates from high spots.

4.2 Compaction of 40 mm size metal.

The surface of 40 mm metal layer after bringing it to necessary grades and sections shall be rolled

with the use of 8 to 10 tones power roller. Rolling shall commence from the edges and progress

towards center longitudinally except on super elevated portion where it shall progress from the lower

to upper edge parallel to the center line of pavement. When the roller had passed over the whole area

any high spots or depressions which become apparent shall be corrected by removing or adding

aggregates. The rolling shall then be continued till the entire surface has been rolled to desired

compaction such that there is no erasing of aggregates and all roller marks have been eliminated.

Each pass of roller shall uniformly overlap not less than one third of the track made in the preceding

pass.

5) Application of Bitumen.

Bitumen of I. S. grade S. 35 or S 65 supplied for the work shall be heated to temperature of 177

Celsius to 191 Celsius (350 to 375 F) in a bitumen boiler and temperature shall be maintained at the

time of actual application. The hot bitumen shall be applied through a pressure sprayer on the road

surface uniformly at the rate of 200 Kg / 100 Sq.mt. Or 175 Kg. /100 sq.mt . The road surface shall be

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divided into suitable rectangles marked by chalk so as to ensure correct rate of application of the

bitumen.

6) Key Aggregates.

On completion of bitumen application, 12 mm size key aggregate shall be spread immediately at a

uniform rate of 1.8 cubic meter / 1.2 cubic meter per 100 square meter of area when entire surface is

in hot condition. Brooms shall be used to ensure even distribution of key aggregate.

7) Final compaction.

Immediately after spraying of bitumen and spreading of key aggregates, the surface shall be rolled

with a power roller to obtain full compaction and to force the blindage of key aggregates into the

interstices of the coarse aggregate. The rolling shall continue till the asphalt surface hardens and key

aggregates stop moving under power roller.

8) Surface finish and quality control.

Sr. No. Test Frequency

1

Quality of binder.

Two samples per lot subject to all or some

tests as directed by the Engineer.

2 Aggregate Impact Value One test per 200 cubic meter of aggregate.

3 Flakiness Index and

Elongation Index

One test per 200 cubic meter of aggregate.

4 Stripping value.

Initially one set of three representative

specimens for each source of supply;

subsequently when warranted by changes

in the quality of aggregate.

5 Water absorption of

aggregates

Initially one set of three representative

specimens for each source of supply

subsequently when warranted by changes

in the quality of aggregates.

6 Aggregate grading One test per 100 cubic meter of aggregate.

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The surface finish shall conform to requirements of clause 902 of specification for Road and Bridge

by Ministry of Road Transport and Highways Quality Control Test and their frequencies shall be as

per table below:

9) Item to include.

1) Diversion unless separately provided in the Tender.

2) Preparing the road surface.

3) Applying tack coat on existing B. T. or picking the existing WBM surface.

4) Supplying spreading and compaction of 40mm and 20 mm size aggregates.

5) Supplying, heating and spraying bitumen.

6) Supplying spreading and compaction of 12 mm size chips.

7) All labour, materials, including bitumen and aggregates, use of tools, plant and equipment for

completing the item satisfactorily.

10) Mode of measurement.

The contract rates shall be for 100 Sq. mt. The measurement shall be for the width of the road as

ordered by the Engineer and the length measured along the center line.

The measurement of dimensions shall be recorded correct upto two places of decimals of meter and

the area worked out correct upto one place of decimal of a Sq. ml.

Extract from Specifications for Road and Bridge Works by M.O.R.T. & H.

902 Control of alignment, level, and surface regularity.

902.1 General.

All works performed shall conform to the lines, grades, cross-section and dimensions shown on the

drawings or as directed by the Engineer, subject to the permitted tolerances described hereinafter.

7 Temperature of binder at

application.

At regular close intervals.

8 Rate of spread of binder. One test per 500 square metre of area.

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902.2 Horizontal alignment

Horizontal alignment shall be reckoned with respect to the center line of the carriageway as shown on

the drawings. The edges of the carriageway as constructed shall be correct within a tolerance of ± 10

mm there fro. The corresponding tolerance for edge of the roadway and lower layers of pavement

shall be ± 25 mm.

902.3 Surface Levels.

The levels of the sub- grade and different pavement courses as constructed, shall not vary from those

calculated with reference to the longitudinal and cross profile of the road shown on the drawings or as

directed by the Engineer beyond the tolerance ± 0.6 mm. Provided, however, that the negative

tolerance for wearing course shall not be permitted in conjunction with the positive tolerance for base

course, if the thickness of the former is there by reduced by more than 6 mm for flexible pavements

and 5 mm for concrete pavements.

For checking compliance with the above requirement for sub-grade, sub base and base course,

measurements of the surface levels shall be taken on a grid of points placed at 6.25 m. longitudinally

and 3.5 m. transversely. For any 10 consecutive measurements taken longitudinally or transversely,

not more then one measurement shall be permitted to exceed the tolerance as above, this one

measurement being not in excess of 5 mm above the permitted tolerance.

For checking the compliance with the above requirement for bituminous wearing courses and

concrete pavements, measurements of the surface level shall be taken on a grid of points spaced at

6.25 m along the length and at 0.5 m from the edges and at the center of the pavement. In any

length of pavement, compliance shall be deemed to be met for the final road surface, only if the

tolerance given above is satisfied for any point on the surface.

902.4 Surface Regularity of pavement courses

The longitudinal profile shall be checked with a 3 meter long straight edge / moving straight – edge as

desired by the Engineer at the middle of each traffic lane along a line parallel to the center line of the

road. The maximum permitted number of surface irregularities shall be as per table below:

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Maximum permitted number of surface irregularities.

Irregularity

Surface of carriageways and paved shoulders

Surfaces of laybys, services areas and all bituminous

base course.

4 mm 7 mm 4 mm 7 mm

Length (m) 300 45 300 75 300 75 300 75

National Highways /Express ways*

20 9 2 1 40 18 4 2

Roads of lower Category

40 18 4 2 60 27 6 3

* Category of each section of road as described in the contract

The maximum allowable difference between the road surface and underside of a 3m straight edge when

placed parallel with, or at right angles to the center line of the road at points decided by the Engineer shall

be:

For pavement surface (bituminous and cement concrete) 3 mm

For bituminous base courses 6 mm

For granular Sub-base course 8 mm

For sub-base under concrete pavement 10mm

902.5 Rectification.

Where the surface regularity of sub-grade and the various pavement courses fall outside the specified

tolerances, the contractor shall be liable to rectify these in the manner described below and to the

satisfaction of the Engineer.

Bituminous Construction: For bituminous construction other than wearing course, where the

surface is low, the deficiency shall be corrected by adding fresh material over a suitable tack coat if

needed and recompacting to satisfaction. Where the surface is high, the full depth of the layer shall

be removed and replaced with the fresh material and compacted to specifications.

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GENERAL CONDITIONS OF CONTRACT

PART - I

INTERPRETATIONS AND DEFINITIONS

1 Singular and

Plura l .

Where the context so requires , words import ing the

s ingular shal l a lso mean the plura l and vice versa.

2 . Gender Words import ing the masculine gender shall a lso

inc lude the feminine gender.

3 . Definit ions (v) ‘Corpora t ion’ shal l mean Navi Mumbai

Munic ipa l Corporation as incorpora ted under

the BPMC Act, 1949.

(w) The ‘Munic ipa l Commissioner’ sha l l mean the

Munic ipa l Commissioner of the Corpora t ion,

for the t ime being holding tha t off ice and a lso

his successor and shall inc lude any of f icer

authorized by him.

(x) The ‘Engineer’ shal l mean the Ci ty Engineer

appointed for the t ime being or any other

of f icer or off icers of the Corpora t ion who may

be authorized by the Commissioner to carry out

the functions of the Engineer .

(y) ‘Engineer’s Representa tive’ sha l l mean

Executive Engineer/ Deputy Engineer/ Sectional

Engineer /Junior Engineer or any other

munic ipa l employee or employees appointed

f rom time to t ime by the ‘Engineer’ to perform

the dut ies se t for th in Clause No.66 hereof and

genera l ly to ass is t the Engineer for the purpose

of the contrac t and whose authori ty shal l be

not i f ied in wri t ing to the contrac tor by the

Engineer .

(z) The ‘Contrac t ’ sha l l mean the tender and

acceptance thereof and the formal agreement

i f any, executed between the Contrac tor , and

the Corpora t ion together wi th the documents

referred to there in inc luding these condi t ions

and appendices and any specia l condi t ions , the

specif ica t ions, designs , drawings, pr ice

schedules, b i l ls of quant i t ies and schedule of

ra tes. All these documents taken together sha ll

be deemed to form one Contrac t and shal l be

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complementary to one another.

The order of precedence in case of discrepancies shal l

be as under,

10. Contract Agreements .

11. The let te r of Acceptance.

12. Notice invi t ing Tender & Inst ruc t ions to

Tenderer.

13. Special Condi t ions of Contrac t .

14. The Genera l Condi t ions of Contrac t .

15. Schedule of Rates & Quant i t ies.

16. The Technica l specif ica tions.

17. The Drawings

18. Schedules & Annexures .

(aa) The ‘Contrac tor’ sha l l mean the individual or

f i rm or company whether incorpora ted or not ,

undertaking the Works and shal l inc lude legal

representa tives of such individual or persons

composing such f i rm or unincorpora ted

company or successors of such f i rm or company

as the case may be and permit ted ass igns of

such individual or f irm or company.

(bb) ‘Contrac t sum’ means the sum named in

the le t te r of acceptance inc luding physica l

cont ingencies subject to such addi t ion

there to or deduction there-f rom as may be made

under the provis ions here inafter contained.

Note : The contrac t sum shal l inc lude the fol lowing : -

1 . (a ) In the case of percentage ra te contrac ts, the

es t imated va lue of Works as ment ioned in the tender

adjusted by the Contrac tor ' s percentage.

(b) In the case of i tem ra te contrac ts, the cost of the

Work arr ived a t a f ter extension of the quant i t ies

shown in schedule of i tems/ quant i t ies by the i tem

ra tes quoted by the tenderer for various i tems and

summation of the extended cost of each i tem.

(c ) In case of lump sum contrac t , the sum for which

tender is accepted.

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2. Special discount / Rebate/ Trade discount offered by

the tenderer if any and accepted by the

Corpora tion.

3 . Addi t ions or de let ions that a re accepted af ter

opening of the tenders.

4 . Physica l cont ingencies, i f any an accepted by the

Corpora tion.

(cc) ‘Excepted r isks’ a re r isks due to r iots

(otherwise than among Contrac tors’ employees)

and c ivi l commotion ( in so far as both these are

uninsurable), war (whether dec lared or not) ,

invasion, act of foreign enemies, host i l i t ies,

c ivi l war, rebell ion, revolut ion, insurrec t ion,

mil i ta ry or usurped power, any ac t of

government , damage f rom aircraf t , ac ts of god,

such as ear thquake, l ightning and

unprecedented f loods and other causes over

which the Contrac tor has no control and

accepted as such by the Commissioner .

(dd) The ‘Si te’ mean the land and other

places, more specif ica lly ment ioned in the

specia l condi t ions of the tender, on, under , in

or through which the Works or temporary

Works are to be executed and any other lands

and places provided by the Corpora t ion for

working space or any other purpose as may be

specif ica l ly designated in the contrac t as

forming part of the s i te .

(ee) ‘Urgent Works’ sha l l mean any measures which

in the opinion of the Engineer become

necessary during the progress of the Work to

obvia te any r isk of acc ident or fa i lure or which

become necessary for securi ty.

( f f ) The ‘Works’ shall mean the tasks to be

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executed in accordance with the contrac t or

part (s) thereof , as the case may be, and shall

inc lude a l l extra or addi t ional , a l te red or

subst i tuted Works as required for performance

of the contrac t .

(gg) ‘Construc t ion Plant’ sha l l mean a l l

appl iances or things of whatever na ture

required in or about the execut ion, comple t ion

or maintenance of the Works or temporary

Works (as here in af ter defined) but sha l l not

inc lude materia ls or other things intended to

form or forming part of the Works.

(hh) ‘Temporary Works’ sha l l mean a l l

temporary tasks of every kind required in or

about execut ion, comple t ion or maintenance of

the Work.

( i i ) ‘Drawing’ shal l mean the drawings referred to

in the specif icat ion and any modif icat ion

of such drawings approved in wri t ing by the

Engineer and such drawings as may f rom t ime

to t ime be furnished or approved in wri t ing by

the Engineer.

( j j ) ‘Approved’ shal l mean approved in wri t ing

inc luding subsequent conf i rmat ion of previous

verbal approval and “Approval” shal l mean

approval in wri t ing inc luding as aforesaid.

(kk) ‘Specif ica t ion’ means the specif ica tion

referred to in the tender and any modif icat ion

thereof or addi t ion or deduction there to as may

f rom t ime to t ime be furnished or approved in

wri t ing by the Engineer.

( l l ) “Tender” means the Contractor’s pr iced of fer to

the Corpora t ion for the execut ion and

comple t ion of the Works and the remedying of

any defec ts there in in accordance with the

provis ion of the Contrac t , as accepted by the

Let ter of Acceptance.

(mm) ‘Let ter of Acceptance’ means the formal

acceptance by the Corpora t ion.

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(nn) ‘Commencement Date’ means the da te

upon which the Contrac tor receives the not ice

to commence the work issued by the Engineer

pursuant to Clause 80.

(oo) ‘Time for Complet ion’ means the t ime for

comple t ing the execut ion of and passing the

Tests on Comple t ion of the Works or any

Sect ion or part thereof as sta ted in the Contract

(or as extended under Clause 83 calcula ted

f rom the Commencement Date.

(pp) The ‘Annexure’ referred to in these

condi t ions shal l means the re levant annexure

appended to the tender papers issued by the

Corpora t ion.

PART – II

INSTRUCTIONS TO CONTRACTOR

Scope of

Work

The Work to be carr ied out under the Contrac t sha l l , except

as otherwise provided in these condi t ions , inc lude al l labour,

mater ia ls , tools, p lant , equipment and t ransport which may

be required in prepara t ion of and for and in the ful l and

ent i re Execut ion and comple t ion of the Works.

The descript ions given in the schedule of Works / i tems /

quant i t ies, and the Bi l ls of Quanti t ies sha l l , unless otherwise

s ta ted, be he ld to inc lude waste on materia ls , carr iage and

cartage , carrying in , return of empties, hois t ing, set t ing,

f i t t ing and f ixing in posi t ion and a l l other labour necessary

in and for the ful l and ent i re execution and comple tion as

aforesaid in accordance with good pract ice and recognized

princ iples.

Corrupt or

Fraudulent

Prac t ices

The Corpora t ion requires that the bidders /suppl iers /

contrac tors under this tender observe the highest s tandards of

e thics during the procurement and execut ion of such

contrac ts. In pursuance of this pol icy, the Corpora t ion

defines for the purposes of this provis ion, the te rms set for th

as fol lows:

a )“corrupt prac tice” means the of fer ing, giving, receiving or

sol ic i t ing of any thing of va lue to inf luence the act ion of the

publ ic off ic ia l in the procurement process or in contrac t

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execut ion; and

b)“f raudulent prac tice” means a misrepresenta tion of fac ts in

order to inf luence a procurement process or a execution of a

contrac t to the de tr iment of the Corporat ion, and inc ludes

col lus ive prac t ice among bidders (pr ior to or a f te r bid

submission) designed to es tabl ish bid prices a t a r t if ic ial non-

compet i t ive levels and to deprive the Corpora t ion of the

benef i ts of the f ree and open compet i t ion;

The Corpora t ion will rejec t a proposal for award i f i t

de termines tha t the Bidder recommended for award has

engaged in corrupt or f raudulent prac t ices in compet ing for

the contrac t in question; The Corpora tion wil l a f i rm

ine l igible, e i ther indefini te ly or for a s ta ted period of t ime,

to be awarded a contrac t i f i t a t any t ime determines tha t the

f i rm has engaged in corrupt and f raudulent prac tices in

compet ing for , or in execut ing, a contrac t .

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.

Securi ty

Deposi t

The Contrac tor sha l l pay a securi ty deposi t equal to f ive

percent of the contrac t sum as securi ty for due fulf i l lment of

the contrac t , unless otherwise s ta ted in the tender documents.

The mode of making this deposit i s as under .

Ini t ia l or contrac t deposi t

A sum, which a long with the earnest money a l ready paid,

amounts to three percent of the contrac t sum shal l be pa id

wi thin 15 days af ter rece ipt of int imation in wri t ing of

acceptance of tender . I t i s optional to the contractor to make

the contrac t deposi t in one of the other of the following ways

:

iv) Wholly in cash or .

v) Wholly in form of Nat ional saving Cert i f icate

pledged in favour of the Corpora t ion or Bank

Guarantees / Fixed deposit f rom Nat ional ised /

Scheduled Banks in the enclosed format.

vi ) Part ly in cash and part ly in form of National saving

Cert if ica te pledged in favour of the Corpora t ion or

Bank Guarantees / Fixed deposi t f rom Nat ional ised /

Scheduled Banks in the enclosed format

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Retention Money:

The remaining amount of the securi ty deposi t i . e . 2% shal l be

recovered f rom the Contractor’s running bi l ls at the ra te of

f ive percent and such retention together wi th the contrac t

deposi t made as aforesa id shal l not exceed in the aggregate

f ive percent of the contrac t sum af ter which such re tent ion

wil l cease.

123. Forfe i ture of

Securi ty

Deposi t

Al l compensat ion or other sums of money payable by

the contrac tor under the te rms of this contrac t or any

other account whatsoever , may be deducted f rom or

pa id by the sale of a suf f icient part of this securi ty

deposi t / re tent ion money or f rom the interes t a r is ing

there f rom or f rom any sums which may be due or may

become due to the Contrac tor by the Corpora t ion on

any account whatsoever , and in the event of his

securi ty deposit / re tent ion money being reduced by

reason of any such deduction or sa le as aforesa id, the

contrac tor shal l wi thin 15 days of rece ipt of not ice of

demand f rom the Engineer make good the def ic i t .

In the event of the sa id deposi t having been made by

the contrac tor by de l ivery to the Corpora t ion of the

Guarantee of the Bankers of the Contrac tor, and of

the contrac tor under any of the provis ions of this

contrac t becoming subject to or l iable for any penal ty

for damages l iquidated or unl iquidated or of the said

deposi t becoming forfe i ted any breach or fa i lure or

de termination of contrac t , then, and in such case the

amount of any such penal ty or damages and the

deposi t so forfe i ted is not previously pa id to the

Munic ipa l Commissioner, shal l immedia tely on

demand be pa id by the sa id Bankers to and may be

forfe i ted by the Munic ipa l Commissioner under and

in te rms of the sa id Guarantee.

124. Execution of

Contract

Document

The successful tenderer af te r furnishing Ini t ia l

Securi ty Deposit , i s required to execute an Agreement

in duplica te in the form a t tached with the tender

documents on a stamp paper of proper va lue . The

proper va lue a t present i s Rs. 100/- . The agreement

should be s igned within one month f rom the date of

acceptance of the tender

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125. Issue of Work

Order

Work Order wi l l be issued af ter execut ion of contract

document.

126. Contract

Documents

The Contrac tor sha l l be furnished, f ree of charge , two

cert if ied t rue copies of the contrac t documents and a ll

fur ther drawings which may be issued during the

progress of the Work. None of these documents shall

be used by the Contrac tor for any purpose other than

tha t of this contrac t .

127. Indemnity

Bond

The contrac tor sha l l require to execute an Indemnity

Bond for sat isfac tory performance of the enti re projec t

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 Defec t

Liabi l i ty Period af ter complet ion of the projec t .

128. Licences The successful tenderer should comply s ta tutory

ins t ruc t ion of contrac t labour & wil l be required to

produce to the sa t isfac tion of the Engineer a va l id

contrac t labour l icence issued in his favour under the

provis ion of the Contrac t Labour Licence (Regula t ion

and Abol i t ion) 1970, before s tar t ing the Work. On

fai lure to do so, the acceptance of the tender is l iable

to be wi thdrawn and a lso the earnest money is l iable to

be forfei ted.

129. Details to be

Conf ident ia l

The Contrac tor sha ll t rea t the deta i ls of the Contrac t

as pr iva te and confident ia l , save in so far as may be

necessary for the purposes thereof , and shal l not

publ ish or disc lose the same or any part iculars thereof

in any t rade or technical paper or e lsewhere wi thout

the previous consent in wri t ing of the Engineer . If any

dispute ar ises as to the necessi ty of any publ icat ion or

disc losure for the purpose of the contrac t the same

shal l be referred to the Corpora t ion whose

de termination shall be f ina l .

130. Off ic ia l

Secrecy

The Contrac tor sha ll , whenever required, take

necessary s teps to ensure tha t a l l persons employed on

any Work in connect ion with this Contrac t have

not iced that the India off ic ia l Secre ts Act 1923 (XIX

of 1923) appl ies to them and shall continue to apply

even af ter execut ion of such Work under the Contrac t .

131. Assignment The Contrac tor sha l l not ass ign t ransfer or at tempt to

ass ign, t ransfer the Contract or any part thereof , or

any benef i t or in teres t therein or there under otherwise

than by a charge in favour of the Contrac tor’s bankers

of any Money due or to become due under this

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contrac t , wi thout the prior wri t ten approval of the

Commissioner.

132. Sub-le t t ing The Contrac tor sha ll not sub-le t or a t tempt to sub-le t

the whole of the Works.

Except where otherwise provided by the Contrac t , the

Contractor sha l l not sub-le t any part of the Works

wi thout the prior wri t ten approval of the Engineer,

which shal l not be unreasonably wi th-held, and such

approval , i f given, sha l l not re l ieve the Contractor

f rom any l iabi l i ty or obl iga t ion under defaults and

neglec ts of any sub-contractor , h is agents, servants

or Workmen as fully as i f they

were the ac ts, defaul ts or neglec ts of the Contrac tor,

h is agents, servants or Workmen. Provided always tha t

the engagement of labour on a piecework basis or

labour wi th materia l not to be incorpora ted in the

Work shall not be deemed to be a sub-le t t ing under

this Clause.

The Contrac tor sha ll be responsible for observance by

his sub-contrac tors of the foregoing provis ions

133. Changes in

Const i tut ion

Where the contrac tor is a partnership f i rm,

the prior approval in wri t ing of the Commissioner

shal l be obta ined before any change is made in the

const i tut ion of the f i rm. Where the contrac tor is an

individual or Hindu Undivided family business concern

such approval as aforesa id shal l l ikewise be obtained

before the contrac tor enters into any partnership

agreement where under the partnership f i rm would

have the r ight to carry out the Work hereby undertaken

by the contrac tor . If pr ior approval as aforesa id is not

obta ined the contract sha l l be deemed to

have been ass igned in contravent ion of the Clause No.

108 hereof and the same ac t ion may be taken and the

same consequences shal l ensure as provided for in the

sa id condi t ion.

134. Power of

At torney

The contrac tor shall not i ssue any kind of power of

a t torney in favour of his bankers for rout ine payments

to the contrac tors through Bank.

135. Contractors

Staff

The Contrac tor sha l l employ in and about the

execut ion of Works only such persons as are ski l led

and are experienced in the i r severa l t rades and the

Engineer sha l l be a t l iberty to objec t to and require the

Contractor to remove f rom the Works any person,

employed by the Contrac tor in or about the execut ion

of the Works, who in the opinion of the Engineer

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misconducts himself or i s incompetent or negl igent in

the proper performance of his dut ies and such person

shal l not be again employed upon the Works wi thout

permiss ion of the Engineer .

136. Contractors’

Supervis ion

The Contrac tor sha ll h imself supervise the execut ion

of Works or sha l l appoint competent agent approved by

the Engineer to ac t in his s tead. I f , in the opinion of

the Engineer the Contrac tor himself not have suf f ic ient

knowledge and experience to be capable of rece iving

ins t ruc t ions or cannot give his ful l a t tent ion to the

Works, the Contrac tor shal l a t h is own expense,

employ as his accredi ted agent an Engineer or a

sui tably qual if ied and experienced person approved by

the Engineer . The name of the agent so appointed,

a long-with the quali f icat ions, experience and address

shal l be communicated to the Engineer. The agent shal l

be a responsible person adequate ly organisa t ion by the

Contractor to take decis ion on s i te and to spend money

i f required for procuring material and labour e tc .

to carry out Emergency Works in the interes t of

the Work, if so required by the Engineer . Orders given

to Contractor’s agent sha l l be considered to have the

same force as if these had been given to the Contrac tor

himself .

I f the Contrac tor fa i ls to appoint a sui table agent as

di rec ted by the Engineer, the Engineer sha l l have ful l

powers to suspend the execut ion of the Works unt i l

such date as a suitable agent i s appointed and the

Contractor sha l l be he ld responsible for the de lay so

caused to the Works.

137. 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 Contrac tor sha l l make his own arrangement for the

engagement of a l l labour loca l or otherwise.

The Contrac tor sha ll indemnify the Corpora t ion or any

agent , servant or employee of Corpora t ion for any

lapses on the part of contrac tor on account of non-

compliance of above referred ac ts.

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138. Compliance

wi th Labour

Regula t ion.

The contrac tor shall pay fa i r and reasonable wages to

the Workmen employed by him, for the contract

undertaken by him. In the event of any dispute ar is ing

be tween the contrac tor and his Workmen on the

grounds tha t the wages pa id are not fa i r and

reasonable, the dispute shal l be referred wi thout de lay

to the Engineer, who shal l dec ide the same. The

decis ion of the Engineer sha l l be conclusive and

binding on the contrac tor but such decision shal l not in

any way af fect the condi t ions in the contrac t regarding

the payment to be made by Corpora t ion a t the same

sanct ioned tender rates.

The employees of the contractor and the sub-contractor

in no case shal l be t rea ted as the employees of the

Corpora t ion at any point of t ime.

SALIENT FEATURES OF SOME MAJOR LABOUR

LAWS APPLICABLE TO ESTABLISHMENTS

ENGAGED IN BUILDING AND OTHER

CONSTRUCTION WORK.

( i i i ) Workman Compensation Act 1923.

The Act provides for compensat ion in case of injury by

acc ident a r is ing out of and during the course of

employment.

( iv) Payment of Gratuity Act 1972 .

Gra tui ty is payable to an employee under the Act on

sa t isfac tion of cer ta in condi t ions on separa t ion i f an

employee has comple ted 5 years service or more or on

death a t the ra te of 15 days wages for every comple ted

year of service. The Act is appl icable to al l

es tabl 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 benef i ts

payable under the Act a re

(f ) Pension or family pension on re t i rement or

dea th as the case may be.

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(g) Deposi t l inked insurance on the death in harness

of the Worker.

(h) Payment of PF accumula tion on ret i rement /

dea th e tc .

(xvi) Maternity Benefi t Act 1951

Act provides for leave and some other benef i ts to

women employees in case of conf inement or

miscarr iage e tc .

(xvi i ) Contract labour (Regulation and Abol i t ion) Act 1970 .

The Act provides for cer tain wel fare measures to be

provided by the contractor to contract labour and in

case the contractor 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 trat ion and the Contractor is

required to take a Licence from the designated Of f icer .

The Act i s appl icable to the es tabl ishments or

Contractor of pr inciple employer i f they employ 20 or

more contract labour.

(xvi i i ) Minimum Wages Act 1970

The Contrac tor shal l see tha t the provis ions se t for

under the Minimum Wages Act and Contract

Regula t ion and Abol i t ion Act 1970 with the

Maharashtra Contrac t Labour(regula t ion and abol i t ion)

Rules 1971 as amended f rom time to t ime are ful ly

complied wi th by him and shal l mainta in necessary

regis ters and records for payment of wages , overt ime,

e tc . made to his Workmen as required by the

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Conci l ia t ion Off icer (Centra l ), Minis try of Labour,

Government of India, or such other organisa t ion

person appointed by the Centra l or State Government.

(xix) Payment of Wages Act 1936 I t lays down as to by what da te the wages are to be

pa id, when i t wi l l be pa id and what deduct ions can be

made f rom the wages of the Workers.

(xx) 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 discr imination against Female employees in

the mat ters of t ransfers , t ra ining and promotions etc .

(xxi) Payment of Bonus Act 1965

The Act is appl icable to a l l es tabl 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. 3 ,500/- P.M. or less. The bonus to be pa id

to or employees ge t t ing Rs. 2500/- 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

cer ta in es tabl ishments. The newly se t up

es tabl ishments are exempted for f ive years in cer ta in

c i rcumstances. Some of the State Governments have

reduced the employment size f rom 20 to 10 for the

purpose of appl icabil i ty of the Act.

(xxi i ) Industr ial Disputes Act 1947

The Act lays down the machinery and procedure for

resolut ion of industr ia l d isputes, in what s i tua t ions a

s t r ike or lock-out becomes i l legal and what a re the

requirements for laying of f or ret renching the

employees or c los ing down the es tablishment.

(xxi i i ) Industr ial Employment (Standing Orders )

Act 1946

I t i s appl icable to a l l establishments employing 1000

or more Workmen (employment s ize reduced by some

of the States and Centra l Government to 50) . The Act

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provides for laying down rules governing the

condi t ions of employment by the employer or mat ters

provided in the Act and get the same cert i f ied by the

designated Authori ty.

(xxiv) Trade Unions Act 1926 The Act lays down the procedure for regis t ra t ion of

t rade unions of Workmen and employers . The t rade

unions regis tered under the Act have been given

certa in immunit ies from c ivi l and cr iminal l iabi l i t ies.

(xxv) Child labour (prohibit ion and regulation )

Act 1986.

The Act prohibi ts employment of chi ldren be low 14

years of age in certa in occupat ion and processes and

provides for regula t ion of employment of children in

a l l o ther occupations and processes. Employment of

chi ld labour is prohibi ted in Bui lding and Construc t ion

Industry.

(xxvi) Inter-State Migrant Workmen’s (

Regulation of Employment and Condi t ions of

Service ) Act 1979. The Act is appl icable to an es tabl ishment which

employees 5 or more inter-s ta te migrant Workmen

through an intermediary ( who has recrui ted Workmen

in one s tate for employment in the es tabl ishment

s i tua ted in another s ta te ) . The inter-s ta te migrant

Workmen, in an es tabl ishment to which this Act

becomes appl icable, a re required to be provided

certa in fac il i t ies such as housing, medica l a id,

t ravel ing expenses f rom home upto the es tabl ishment

and back, etc .

(xxvi i ) The Building & other Construction

Workers (Regulation of Employment and

Condi t ions of Service) Act 1996 and the Cess

Act of 1996.

Al l the es tabl ishments who carry on any bui lding or

other construc tion Work and employs 10 or more

Workers are covered under this ac t . Al l such

es tabl ishments are required to pay cess a t ra te not

exceeding 2% of the cost of construc tion as may be

not i f ied by the Government . The employer of the

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es tabl ishment is required to provide safe ty measures at

the Building or Construc t ion Work and other welfare

measures, such as Canteens, Fi rs t -Aid fac il i t ies,

Ambulance, Housing accommodation for Workers near

the Workplace e tc . The employer to whom the Act

appl ies has to obta in a regis t rat ion cert i f icate f rom the

Regis ter ing Off icer appointed by the Government .

139. Safety

Provis ions

The Contrac tor sha l l a t h is own expense arrange for

the safe ty provis ions indica ted in Annexure `A’ or as

required by the Engineer, in respect of al l labour

di rec tly or indirec t ly employed for performance of the

Works and shal l provide al l fac i l i t ies in connect ion

therewith. In case the Contrac tor fa i ls to make

arrangements and provide necessary fac il i t ies as

a foresaid, the Engineer sha l l be enti t led to do so and

recover the costs thereof f rom the Contrac tor.

140. Provis ion of

Firs t -Aid Box

The contrac tor sha l l , a t h is own cost , provide and

mainta in a t the s i te of Works a s tandard f i rs t a id box

as di rec ted and approved by the Engineer for the use

of his own as wel l as the Corpora tion`s s taf f on si te .

141. 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.

142. Personnel. The Contractor shall 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 wi l l approve any proposed

replacement of key personnel only i f the i r

qual if ica tions , abil i t ies and re levant experience are

substant ia l ly equal to or be t te r than those of the

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personnel l i s ted in the schedule.

143. Temporary

Si te Off ice for

the Engineer

(For Works

Cost ing Above

Rs. 50 Lacks

Only)

The Contrac tor sha l l a t h is own cost and to the

sa t isfac tion of the Engineer , provide a si te of f ice of

not less than 25 Sq. Mtr . With brick walls , plas ter ing

ins ide, rough shahabad f looring and one wri t ing table

wi th s ix chairs and large s ize s tee l cupboard. He shal l

a lso make necessary arrangements for dr inking water

and e lec t r ic connection and locking arrangement.

Upon complet ion of the whole work and af ter clear ing

the s i te and upon expiry of defec t l iabi l i ty period, the

Contractor sha l l remove the s i te off ice and take

possess ion of the furni ture and cupboards provided by

him in the condi t ion i t was on the date of rece iving

back the same.

144. Contractor’s

Off ice Near

Works

The Contrac tor sha ll have an off ice near the Works a t

which not ice f rom the Engineer may be served and

shal l , be tween the hours of sunrise and sunset on a l l

Working days , have a clerk or some other organisa t ion

person a lways present a t such of f ice upon whom such

not ices may be served and service of any not ices lef t

wi th such c lerk or other organisa t ion person or a t such

of f ice shal l be deemed good service upon the

Contractor .

145. Permiss ion for

Erec t ion &

Removal of

Off ice on

Complet ion of

Work

The Contrac tor sha l l obta in permiss ion for e rec tion of

s i te off ice, cement godown, s tore, e tc . 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, e tc . sha l l be provided as

di rec ted and shal l be removed by the Contrac tor on

comple t ion of the Work at thei r cost .

146. Use of

Munic ipa l

Land

(a)The Contrac tor sha l l not be permit ted to enter on

(other than for inspection purposes) or take possess ion

of s i te unt i l ins t ruc ted 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

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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 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.

147. Water Supply

for

Corpora t ion

Work

The water wi l l not be suppl ied by the Corpora t ion. The

Contractor has to make his own arrangements for

supply of water . However on avai labi l i ty of water i t

can be suppl ied a t the organisa t ion Corpora t ion ra te

and terms and condit ions .

148.

Elect r ic

Supply

No power connect ion shal l be provided. The

Contractor sha l l make a t his own cost his own

arrangement for power connect ion, i f required.

149. Contractor to

Protec t the

Work

The contrac tor sha l l make his own arrangements for

protec ting the Work / protect ion ageis t obst ruc t ions

f rom any ant i -social e lements by taking a t his / the i r

cost pol ice protec t ion or such other legal methods

through law enforc ing authori t ies and tha t the

Corpora t ion shal l not be l iable to compensate the

contrac tor on this account. The Corporat ion would

only forward the appl ica t ion of the contrac tor to the

pol ice Dept t . Without any l iabi l i ty against the

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Corpora t ion on this account.

150. Fencing,

Watching and

Light ing

The Contrac tor sha ll provide and mainta in a t h is own

expense a l l l ights, guards , fencing and watching when

and where necessary or as required by the Engineer for

the protec t ion of the safe ty and convenience of those

employed on the Works or the publ ic . In the event of

fai lure on the part of the Contrac tor , the Engineer may

with or wi thout not ice to the Contrac tor put up a fence

or improve a fence a l ready put up or provide and/or

improve the l ight ing or adopt such other measures as

he may deem necessary, and a l l the cost of such

procedures as may be adopted by the Engineer sha ll be

borne by the Contrac tor. In addi t ion the Engineer may

impose such f ines or penalty as the Engineer may deem

reasonable, under Clause No. 53.

151. Contractor’s

Liabi l i t ies

& Insurance

(Car Pol icy)

From commencement to comple t ion of the Works, the

Contractor shal l take ful l responsibi l i ty for the care

thereof and for taking precautions to prevent loss or

damage and to minimize the loss or damage to the

grea tes t extent possible and shal l be l iable for any

damage or loss that may happen to the Works or any

part thereof .

The pol icy so obtained shall cover ent i re period of

construc tion ( inc luding a l l extensions) and a lso shall

cover the Defects Liabi l i ty period. The pol icy shal l be

for the tota l Contract Sum.

Before commencing execution of the Work, the

Contractors sha l l wi thout in any way l imit ing his

obl iga t 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 (Priva te, Government and/or

Corpora t ion) or to any person ( inc luding any employee

of the Corpora t ion) by or a r is ing out of the contrac t .

Al l insurances (Car Pol icy) to be affec ted by the

Contractors and/or his sub-contrac tors sha l l be taken

out wi th Direc tora te of Insurance, Maharashtra Sta te

only. In case, however, a part icular aspect i s not

covered under the pol icy to be obta ined f rom the

Direc torate of Insurance, Maharashtra s ta te , the

Contractor wi l l be a l lowed to have such insurance

f rom other insurance company with the prior

permiss ion of the Commissioner .

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If the Contractor has a blanket insurance pol icy for a l l

h is Works and the pol icy covers a l l the i tems to be

insured under this condi t ion, the sa id pol icy shal l be

ass igned by the Contractor , in favour of the

Corpora t ion; provided, however, i f 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 Contrac tor di rec t ly f rom

the insurers. The amount of cla im to the extent

payment made by Corpora t ion shall be di rec t ly

re imbursed to Corpora t ion by insurer.

PROVIDED always tha t the Contractor sha l l not

be enti 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 iga t ions under the Contrac t or not taking

precaut ions to prevent loss or damage or minimize the

amount of such loss or damage.

Where a Corporation`s Building or part thereof is rented by the

Contractor or is allowed to be used by him, he shall insure the entire

building if the building or any part thereof is used by him for the

purpose of storing or using materials of combustible nature as to

which the decision of the Engineer shall 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

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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 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.

I f the Contrac tor and/or his sub-Contrac tors ( if any)

shal l fa i l to ef fec t and keep in force the insurance

referred above for any other insurance which he/ they

may require to effec t under the te rms of Contrac t then

and in any such case the Commissioner may without

be ing bound to effec t and keep in force any such

insurance and pay premium or premia as may be

necessary for tha t purpose and f rom t ime to t ime

deduct the amount so pa id by the Corpora t ion plus 20

per cent of premium or premia amount as service

charges f rom any money due or which may become due

to the Contractor or recover the same as debt f rom the

Contractor .

152. Contractor to

Preserve

Peace

The Contrac tor sha ll a t a l l t imes during the progress of

the Work take a l l requis i te precaut ion and use his best

endeavors for prevent ing any r iotous or unlawful

behavior by or amongst the Workers and other

employed on the Works and for the preservat ion of

peace and protec tion of the inhabi tants and securi ty of

property in the ne ighborhood of the Works. He shall

a lso pay the charges of such specia l pol ice ( i f any) as

the Engineer may deem necessary.

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153. Protec t ion of

Trees

Trees designated by the Engineer shal l be protec ted

f rom damage during the course of the Work and earth

level wi thin one metre of each such t ree shal l not

be changed. Where necessary, such t rees shal l be

protec ted by temporary fencing. Al l such cost shal l be

borne by the Contrac tor.

154. Maintenance

of Under-

ground Uti l i ty

Services

Al l the underground ut i l i ty services such as water

pipes, gas pipes, dra ins, sewers, cables e tc . , which

may be met up in or about any excavat ion, sha l l i f

the Engineer deem i t pract icable, be properly

mainta ined and protected by the Contrac tor himself

or through other agency by means of shoring, s t rut t ing,

planking over , padding or otherwise as di rec ted by the

Engineer during the progress of the Work without

c laiming any extra charges . Any damage to these

underground ut i l i ty services shal l be immedia te ly

remedied by the Contrac tor or by other agency a t his

own cost , fa i l ing which the Engineer may with or

wi thout not ice adopt such measures as he may deem

necessary a t the r isk and cost of the Contrac tor.

I f on the other hand, the Engineer considers i t

impract icable for the Contractor to mainta in any such

underground ut i l i ty services and that the

exigencies of the Work necessi ta te , the breaking down,

removal or divers ion of the said ut i l i ty services, the

cost of such breaking down, removal or divers ion

inc luding tha t of rebui lding, replac ing, divert ing and

re instat ing of any such ut i l i ty services shal l be pa id to

the Contrac tor if done by him. However, the cost of

providing pumps, chutes or other appl iances as the

Engineer may direc t for the ra ising or temporary

passage of the water or sewage and the cost of

pumping out or removing as of ten as the Engineer may

direc t , any water or sewage which may escape f rom

any such underground ut i l i ty services, sha l l be borne

by the Contrac tor.

The tenderer sha l l contact a l l the publ ic bodies, e tc . to

know the under-ground services tha t may be

encountered by him / them during the execution of the

Work and account for the consequences of the s i te

res t ra ints whi le submit t ing the ir tenders. No

compensation / cost sha l l be payable on account of any

under-ground services which obstruc ts the Work and

cause de lay.

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155. Precaut ions

for Works in

Thorough-

Fares

While the execution of any Work is in progress in any

s t ree t or thoroughfare the Contrac tor a t h is own cost

sha l l make adequate provis ion for the passage of

t ra ff ic , for securing safe access to al l premises

approached f rom such s t ree t or thoroughfare, and for

any dra inage , water supply, or means of l ight ing or

any other uti l i ty service which may be interrupted by

reason of execut ion of the Work. Whenever i t may be

necessary to s top the t raff ic in any s t reet or

thoroughfare permiss ion must f i rs t be obta ined f rom

the Engineer and the Contrac tor sha l 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 direc t for regula t ion of t raff ic . The Work shal l in

such cases be executed night and day or for as long a

period as prac ticable if so ordered by the Engineer,

and with such speed & vigour as he may require, so

tha t the t raff ic may be impeded for as short a t ime as

possible . The Contrac tor sha l l remove the barr iers as

soon as the necessi ty for them has ceased. Care shal l

be taken by the Contrac tor to cause the leas t possible

obst ruc t ion to t raff ic during the progress of the Work.

156. Traff ic The contrac tor sha l l have to make al l necessary

arrangements for regula t ing t raff ic day and night

during the period of construc tion and to the ent i re

sa t isfac tion of the Engineer .

This inc ludes the construc t ion and maintenance of

divers ions , if necessary, a t no extra cost to the

Corpora t ion. The contrac tor sha l l provide necessary

caution boards, barr icades, f lags and l ights , watchmen

e tc . so as to comply with the la tes t Motor Vehic le

Rules and Regula t ions and for t ra ff ic safety. The

contrac tor shal l be responsible for a l l c la ims for the

acc idents which may ar ise due to his negl igence

whether in regula ting t raff ic or in s tacking materia ls

on the road or by any other reason.

157. Pumping out

Water

The Contrac tor wi l l be required to provide and opera te

a t h is own cost al l pumps, engines and machinery

requis i te to keep the t renches for the sewer, drains or

foundat ions and a l l o ther excavat ions c lear of water

whether subsoi l water , s torm waste or leakage f rom

tanks, wells , dra ins, sewers, water-mains , t ide water

e tc . so that there may be no accumulat ion of such

water and no se tt ing out may be done, no masonry may

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be laid, no concre te deposi ted, no joints made and no

measurements taken in water. The pumping shal l be

cont inued so long af ter the execution of any port ion of

the Work as the Engineer may consider necessary for

the Work to se t . For the purpose of keeping the

excavat ions as dry as possible the Work would, if

necessary be divided into sec t ions or separa te port ions

as per best Engineering prac tices and temporary dams

wil l have to be put up by the Contrac tor , sumps for the

suct ion pipes to Work in, wi l l have to be excavated by

the Contrac tor a t such dis tances apart and to such

depths as the as per best Engineering prac tices. When

the Work progresses other sumps must, f rom t ime to

t ime, be excavated by the Contrac tor, d isused sumps

being f i l led up by him with dry rubble careful ly hand

packed to the sa t isfac tion of the Engineer . The

Contractor wil l not be pa id extra for any temporary

dams or sumps or the i r removal or ref i l l ing nor wi l l

such Works be taken into measurement in any way,

unless otherwise provided.

The Contrac tor sha l l not a l low any accumula t ion of

water e i ther f rom the Discharge of his dewatering

pumps or his water connect ions on si te of his Work.

The Contrac tor sha l l make proper provis ion for leading

the pumped discharge to the nearest water entrance,

s torm water drain, manholes, or water course by means

of a wooden or G. I. channel or hose pipe. Under no

c i rcumstances the discharge wi l l be a l lowed to f low,

a long a paved surface. If an accumula tion is

unavoidable, i t shal l be t rea ted wi th insec t ic ides to the

sa t isfac tion of the Engineer . In case of fa i lure to do

this on the part of Contrac tor such accumula t ion shall

be t rea ted by the Corpora t ion a t the r isk and cost of

the Contrac tor.

The contrac tors should note tha t under no

c i rcumstances any payment for pumping out water

f inding i ts way into t renches, hi l l cutt ing, excavated

pi ts , Works s i te e tc . f rom whatever sources wi ll be

permiss ible unless otherwise specif ica lly ment ioned in

the tender.

158. Storage of

Explosives

The Contrac tor sha l l obta in the previous permiss ion of

the competent authori ty such as the Chief of Fire

Services for the Si te , manner and method of s tor ing

explosives near the s i te of Work. Al l handl ing of

explosives, inc luding s torage , t ransport sha l l be

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carr ied out under the rules approved by the

“Explosives Department of the Government”.

159. Faci l i t ies to

the Other

Contractors

The contrac tor sha l l , in accordance with the

requirements of the Engineer , a fford al l

reasonable faci l i t ies to other Contrac tors engaged

contemporaneously on separa te Contrac ts in

connect ion with the Works and for departmenta l labour

and labour of any other properly organisa t ion authori ty

or s ta tutory body which may be employed a t the

Si te on execution of any Work not inc luded in the

Contract or of any Contrac t which the Corpora t ion may

enter into in connect ion with or anci l la ry to the Works.

160. Prevent ion of

Mosqui to

Breeding a t

Construc t ion

Si te

( i )The contrac tor sha l l on the respect ive construc tion

s i te insta l l mosqui to proof and access ible water

s torage tanks or to cover / protec t the present water

s torage tanks properly.

( i i ) The contrac tor sha l l periodica l ly give la rvaecidal

t rea tment to water storage tanks, s i tes of water

s tagnat ion, water col lec t ion.

( i i i ) Any expendi ture that may be incurred by the

Corpora t ion to ensure tha t the above condi t ions are

fulf i l led by the contrac tor wi l l be debi table to

contrac tors account and wil l be recovered f rom the

bi l ls of the contrac tor f rom t ime to t ime.

161. Sani ta t ion

The Contrac tor sha l l , a t h is own cost , make a l l

necessary provis ions for hea l th and safety of his

labour / employees. He shall , when required by the

Engineer , provide proper la t r ines and urina ls to the

sa t isfac tion of the Engineer in such numbers and in

such loca li t ies as he may require, and shal l take a l l

s teps necessary to compel his labour / employees to

resort to such la t r ines and urina ls, and shal l d ismiss

f rom his employment and remove f rom the Works any

one de tec ted obeying the ca l ls of na ture in any place

other than the conveniences a l lotted for such purposes.

The sa id la t r ines shal l be under the superintendence

and orders of the Engineer or his subordinates.

162. Not to Al low

Huts

The Contrac tor sha l l , on no account, a l low any huts to

be erec ted on Corpora t ion property unless otherwise

permit ted by the Engineer in wri t ing, to be inhabi ted

af ter sunse t by anyone except the watchmen required

for the Works, and none of his employees, except such

watchmen as aforesaid, sha l l sleep at night on any part

of the Works. In case of any of fence commit ted by any

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of the labour or employees of the Contrac tor against

any of the provis ions of this condi t ion the Contrac tor

sha l l be l iable to a penalty not exceeding Rupees

Hundered for every such offense and the same shall be

charged to the account of the Contrac tor .

163. Treasure

Trove Fossi ls

e tc .

Al l foss i ls , coins, a r t icles of va lue or ant iqui ty and

s t ruc tura l and other remains things of geological or

a rchaeologica l in teres t discovered in or upon the s i te

sha l l be absolute property of the Corpora t ion and the

Contractor sha l l duly preserve them and shall take

precaut ions to prevent his Workmen or any other

person f rom removing or damaging any such ar t ic les or

thing and shal l immedia tely upon discovery thereof

and before removal acquaint the Engineer wi th such

discovery and shal l f rom t ime to t ime del iver the same

to such person or persons as the Engineer may f rom

t ime to t ime appoint to receive the same a t the expense

of the Corpora t ion.

164. Patent’ Right

and Royal t ies

The contrac tor sha l l save harmless and indemnify the

Corpora t ion f rom and against al l c la ims and

proceedings for or on account of inf r ingement of any

Patent r ights , design t rademark or name of other

protec ted r ights in respect of any construc t ional plant ,

machine Work, or mater ia l used for or in connect ion

with the Works or any of them and f rom and against a l l

c laims, proceedings , damages, costs, charges and

expenses whatsoever in respect thereof or in re la t ion

there to. Except where otherwise specif ied, the

contrac tor shal l pay a l l tonnage and other royal t ies,

rent and other payments or compensat ion, if any, for

ge t t ing s tone, sand, gravel , c lay or other materia ls

required for the Works or any of them.

165. Quarry i )Quarry for extrac t ion of murum, s tone, rubble or any

other materia l sha l l not be made avai lable by the

corpora t ion the contrac tor has to make his own

arrangements for quarry a t h is cost .

i i )The successful tenderer shal l submit quarry permit

f rom the competent authori ty before s tart ing the Work

.

166. 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 contrac tor to be taken by any of his

employees or any employees of his sub- contrac tor

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without the prior approval of the Engineer in wri t ing

and no such photographs shal l be publ ished or

otherwise c i rculated wi thout the approval of the

Engineer in wri t ing.

167. Notices to

Local Bodies

( i )The contrac tor sha l l comply with and give al l

not ices required under any Government Authori ty,

Ins t rument, rule or order made under any Act of

parl iament, sta te laws or any regula tion or Bye-laws of

any loca l authori t ies or publ ic ut i l i t ies concern

re la t ing to Works. He shal l before making any

varia t ion f rom the contrac t drawings necessi tated by

such compliance give to the Engineer a not ice giving

reasons for the proposed varia t ion and obta ined

Engineer’s ins t ruc t ions thereon.

( i i ) The contrac tor sha l l pay and indemnify the

Corpora t ion against any l iabi l i ty in respect of any fees

or charges payable under any Act of parl iament, s ta te

laws or any Governmenta l Ins t rument, rule or order

any regula t ions or bye-laws of any loca l authori ty or

publ ic ut i l i ty concern in respect of the Works.

168. 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.

169. Use of B. I.S.

Specif ica t ions

In case where no part icular specif ica t ion is given for

any ar t ic le to be used under the contrac t , the re levant

specif ica t ion, where one B. I.S. exis ts , of the Beauro of

Indian Standards shal l apply.

PART – III

WORK PROCEDURE

170. Possess ion of

Si te and

Access

There to.

The Corpora tion wil l , wi th the Engineer’s not ice to

commence the Works, give to the Contractor

possess ion of the Si te .

Such access, as is in accordance with the Contrac t , i s

to be provided by the Corpora t ion as may be required

to enable the Contrac tor to commence and proceed

with the execut ion of the Works in accordance with the

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programme referred to in Clause 86 i f any, and

otherwise in accordance with such reasonable

proposals as the Contrac tor sha ll , by not ice to the

Engineer make.

The Corpora tion wil l , f rom t ime to t ime as the Works

proceed, give to the Contractor possess ion of such

further port ions of the Si te as may be required to

enable the Contrac tor to proceed with the execut ion of

the Works wi th due dispatch in accordance with such

programme or proposals, as the case may be.

171. Fai lure to

Give

Possess ion

The contrac tor should note tha t the s i te for Work may

be made avai lable by the Corpora tion in ful l or in part

and that the contractor sha l l p lan his Works to

commensura te wi th the handing over the s i te . No claim

of compensat ion on account of delay in making

avai lable the Si te sha l l be payable to the contrac tor.

However, t ime extension for complet ing the Work

shal l be given to the Contractor in case of such delay.

172. Unforeseeable

Physica l

Obstruc t ions

or Condi t ions

If , however, during the execut ion of the Works the

Contractor encounters physica l obst ruc tions or

physica l condi t ions, o ther than c l imatic condi t ions on

the Si te , which obstruc t ions or condit ions were, in his

opinion, not foreseeable by an experienced contrac tor,

the Contrac tor sha l l for thwith give not ice thereof to

the Engineer. On rece ipt of such not ice, the Engineer

sha l l , i f in his opinion such obstruc tions or condi t ions

could not have been reasonably foreseen by an

experienced contractor , a f te r due consulta t ion with the

Contractor , de termine:

any extension of t ime to which the Contrac tor is

ent i t led under Clause 80.

173. Drawings:

Custody of

Drawings

The Drawings shall remain in the sole custody of

Engineer , but two copies thereof’ sha ll be furnished to

the Contrac tor f ree of charge . The Contrac tor sha ll

provide and make a t his own expense any further

copies required by him. At the comple t ion of

the Contrac t , the Contractor shal l re turn to the

Engineer a l l drawings provided under the Contrac t .

174. One copy of

Drawing to be

Kept on Si te .

One copy of the drawings, furnished to the Contrac tors

as aforesaid, sha l l be kept by the Contrac tor on the

s i te and the same shal l a t a l l reasonable t imes be

avai lable for inspect ion and use by the Engineer and

the Engineer’s Representa t ive and by any other

persons organisa t ion by the Engineer in wri t ing.

175. Discrepancies The drawings and specif ica t ions are to be considered

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in Drawings

or

Specif ica t ions

as mutual ly explanatory of each other, de ta i led

drawings be ing fol lowed in preference to smal l scale

drawings and f igured dimensions in preference to sca le

and specia l condit ions in preference to general

condi t ions. Specia l condi t ions or dimensions given in

the specif ica tions shal l supersede a l l e lse. Should any

discrepancies, however appear, or should any

misunders tanding arise as to the meaning and import

of the sa id specif ica tions or drawings, or as to

meaning and as to the to the dimensions or the qual i ty

of the materia ls or the due and proper execution of the

Works, or as to the measurement or qual i ty and

valuat ion of the Works executed under this Contrac t ,

or as extra thereupon the same shal l be explained by

the Engineer be binding upon the Contractor and

Contractor sha ll be execute the Work according such

explanat ion (subject as aforesa id) and without extra

charge or deduct ion to or f rom the contrac t and shall

a lso do al l such Work and things as may be © for the

proper comple t ion of Works as impl ied by the

Drawings and Specif ica tions, even though such Works

and things are not specif ica l ly shown and described in

the said Drawings and Specif ica t ions . The f inal

dec is ion of the Commissioner in case a reference be

made to him under Clause No. 89 be binding upon the

Contractor and Contrac tor sha ll execute the Works

according to such explanat ion ( subjec t to aforesaid )

and shall a lso do a l l such Works and required things as

may be necessary for the proper comple t ion of Works

as impl ied by the drawings and specif ica tions, even

though such Works and things are not specif ica l ly

shown and described in the sa id drawings and

specif ica t ions.

176. Engineer to

have Power to

Issue Further

Drawings or

Ins t ruc t ions

The Engineer sha ll have the power and authori ty f rom

t ime to t ime and a t a l l t imes to make and issue such

further drawings and to give such further ins t ruc tions

and direc t ions as may appear to him necessary or

proper for the guidance of the Contrac tor and the good

and suff icient execut ion of the Works according to

te rms of the specif ica t ions and Contrac tor shal l

rece ive , execute obey and be bound by the same,

according to the t rue intent and meaning thereof , as

ful ly and ef fectua l ly as though the same had

accompanied or had been ment ioned or referred to in

the specif ica tion. The Engineer may a lso a l te r or vary

the levels or posi t ion of any Works contempla ted by

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the specif ica tions, or may order any of the Works

contemplated thereby to be omit ted, wi th or wi thout

the subst i tut ion of any other Works in l ieu thereof , or

may order any Work or any port ion of Work executed

or part ia l ly executed, to be removed, changed or

a l te red, and if needful , may order tha t other Works

shal l be subst i tuted ins tead thereof and dif ference of

expense occasioned by any such diminut ion or

a l te ra t ion so ordered and direc ted shal l be added to or

deducted f rom the amount of this Contrac t as provided

under the Clause No. 101 and 102.

No Work which radical ly changes the origina l na ture

of the Contract shall be ordered by the Engineer and in

the event of any devia t ion be ing ordered which in the

opinion of the Contrac tor changes the origina l na ture

of Contrac t he shal l neverthe less carry i t out and

disagreement as to the na ture of the Work and the rate

to be pa id therefore shall be resolved in accordance

with Clause No.114.

The t ime for comple t ion of the Works, sha l l in the

event of any devia t ions resul t ing in addi t ional cost

over the Contrac t Sum being ordered, be extended or

reduced reasonably by the Engineer . The Engineer’s

dec is ion in this case shal l be f ina l .

177. Levels

Al l levels referred to in connection with these Works

are based on Great Trigonometr ic survey (G.T.S. )

levels. The Contractor should a lso keep the level ing

ins t rument in good Working condi t ion through out the

period of construct ion Work on si te .

178. Set t ing Out

the Work.

The Engineer sha ll supply dimensioned drawings,

levels and other information necessary to enable the

Contractor to se t out the works . The Contractor sha l l

provide a l l set t ing out appara tus a t h is own cost , such

as level ing ins t ruments in good working condi t ion and

appl iances, a l l pegs , ranging rods , long measuring

rods , marked metres and organisat ion and each metre

and organisa t ion numbered, pots and s ight-ra i ls ,

boning rods , moulds , templa tes, e tc . together wi th any

reasonable number of labourers tha t may be reuired

and se t out the work and be responsible for the

accuracy of the same. The Contrac tor sha l l amend at

his own cost and to the sat isfac t ion of the Engineer

any error found a t any s tage which may ar ise through

inaccurate se t t ing out . The Contrac tor sha l l protec t and

preserve a l l bench marks used in se t t ing out the work

t i l l the end of Defec ts Liabi l i ty period unless the

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Engineer di rec ts i ts ear ly removal . The Contrac tor

should also keep level ing ins t rument in good working

condi t ion throughout the period of construc t ion work

on s i te .

179. Works Closed

Between

Sunset and

Sunrise or on

Sundays and

Hol idays

No Work shal l be done between sunset and sunrise or

on Sunday or Municipa l hol idays and except with the

specia l sanct ion of the Engineer in wri t ing previously

obta ined and the wi thholding of such sanct ions shal l

be no ground of compla int on the part of contrac tor or

cause for compensation to him, or excuse for not

comple t ing the Work within the contract period. The

period within which the Work has to be carr ied out and

comple ted has been f ixed in te rms of this c lause wi th

the provis ion tha t the tota l number of hours of Work

permiss ible shal l not exceed 48 hours in a week and in

no case more than 8 hours on any Working day, the

ac tua l t ime within which the said hours shal l be

Worked being subjec t to mutual a rrangements wi th the

Contractor a t the commencement of the Works or f rom

t ime to t ime as may be required and provided tha t al l

Works shal l be s topped for rest and meals for one hour

a t about mid-day exclusive of the permiss ible hours

aforesaid for the Works.

Though sanction may be accorded to the Contractor to

Work on days and a t t imes otherwise normal ly non-

permiss ible under this Contrac t , the Contrac tor sha l l

be required to bear the cost for such supervis ion as in

the opinion of the Engineer may be necessary a t these

t imes.

I t should be dis t inc tly unders tood tha t the grant ing of

permiss ion to Work extra hours or to Work on Sundays

and hol idays wi l l be ent i rely a t the discre t ion of the

Engineer and cannot be c la imed by the contrac tor as a

mat ter of r ight .

I f on the other hand the Engineer requires tha t the

Work shal l be proceeded with on days and a t t imes

otherwise normal ly non-permiss ible under this contrac t

the contrac tor sha ll proceed with the Work but he wil l

not be required in such cases to bear the cost of the

Munic ipa l es tabl ishment employed a t the t ime.

The contrac tor a t a l l t imes during the cont inuance of

this contrac t sha l l in a l l h is deal ings wi th loca l labour

for the t ime being employed on the Works

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contemplated by this contrac t have due regard to a l l

local fes t iva ls and re l igious or othe r customs and

a l l d isputes, mat ters and quest ions ar is ing be tween the

contrac tor and any of his agent on the one hand and

any loca l labour on the other hand with respect to any

mat ter or thing in any way connected with this contract

sha l l be decided by the Commissioner whose decis ion

shal l be f ina l and binding on a l l part ies.

180. Work to be in

Accordance

with Contrac t .

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.

181. Duties and

Powers of the

Engineer’s

Representa t 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.

Fa i lure of the representat ive of the Engineer to

disapprove any Work or materia l sha l l not prejudice

the power of the Engineer thereaf ter to disapprove

such Work or materia l and to order the pul l ing down,

removal or breaking up thereof .

I f the contrac tor shal l be dissa t isf ied wi th any decis ion

of the representa t ive of the Engineer he shal l be

ent i t led to refer the mat ter to the Engineer who shal l

thereupon confi rm, reverse or very such decis ion.

182. Engineer’s

Decision

The whole of the Work shal l be under the di rect ion of

the Engineer, whose decis ion shal l be f ina l , conclusive

and binding on a l l part ies to the contrac t , on a l l

quest ions re la t ing to the construc t ion

and meaning of plans , Working drawings, sec t ions and

specif ica t ions connected with the Work.

183. Inst ruc t ions to

Contractor

The Contrac tor or his agent sha ll be in a t tendance a t

the s i te (s) during a l l Working hours and shall

supervise the execut ion of the Works wi th such

addi t ional ass istance in each t rade as the Engineer may

consider necessary. Orders given to the Contractor’s

agent sha ll 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 the

Contractor in respect of the execution of Work in a “Works site

order Book” maintained in the office of the Engineer and the

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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.

184. Work Order

Book

A Work order book shal l be mainta ined on s i te and i t

sha l l be the property of Corpora t ion and the Contrac tor

sha l l promptly s ign orders given there in by Engineer

or his representa tives and his superior off icers and

comply with them. The Contrac tor sha l l report the

compliance in good t ime so tha t i t can be checked. The

contrac tor wi l l be a l lowed to copy out ins t ruc t ion

there in f rom t ime to t ime.

185. Management

Meet ing

Ei ther the Engineer or the Contrac tors may require the

other to a t tend Management meeting. The business of a

management meet ing shal l be to review the plans for

remaining Works.

Engineers sha l l record the business of management

meet ings and is to provide copies of his record to

those a t tending 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 e i ther a t the management meet ings or a f te r

the management meet ings and s ta ted in wri t ing to a l l

who at tend the meetings .

186. Materia ls (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.

Off icers of the Corpora t ion concerned with the Work

shal l be ent i t led a t any t ime to inspect and examine

any materia l in tended to be used in or on the Works

e i ther on the s i te or a t fac tory or Workshop or other

places where such materia ls a re assembled, fabrica ted

or manufactured or a t any place(s) where these are

laying or f rom which these are be ing obta ined and the

Contractor sha l l give such fac i l i t ies as may be required

for such inspect ion and examinat ion. The materia ls

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brought on s i te outside Working hours shal l be s tacked

separa tely t i l l they are inspected by the Engineer or

his representat ive .

Al l mater ials brought to the si te sha l l not be removed

of f the s i te wi thout the prior wri t ten approval of the

Engineer . But whenever the Works are f ina l ly

comple ted the Contrac tor sha l l a t h is own expense

forthwith remove from the s i te al l surplus materia ls

or igina l ly suppl ied by him.

The Contrac tor sha ll , a t h is own expense and without

de lay, supply to the Engineer samples of mater ia ls

proposed to be used in the Works. The Engineer sha l l

wi thin seven days of supply of samples or wi thin such

further period as he may require and int imated to the

Contractor in wri t ing, inform the Contrac tor whether

the samples are approved by him or not . I f the samples

are not approved the Contrac tor shal l forthwith arrange

to supply to the Engineer for approval f resh samples

complying with the specif ica t ions laid down in the

contrac t .

The Engineer sha l l have ful l powers to require removal

of any or a l l of the materia ls brought to s i te by the

Contractor which are not in accordance with the

contrac t specif ica tions or which do not conform in

charac ter or qual i ty to the samples approved by him.

In case of defaul t on the part of the Contrac tor in

removing the re jec ted materials , the Engineer sha l l be

a t l iberty to have them removed by other means. The

Engineer sha l l have ful l powers to procure other

proper materia ls to be substi tuted for rejec ted

materia ls and in the event of the Contrac tor refusing to

comply, he may cause the same to be suppl ied by other

means. Al l costs, which may a t tend upon such removal

and/or subst i tut ion shal l be borne by the Contractor .

Subjec t as here inafter provided in Clause No.98 a ll

charges on account of Octroi , te rminal or sa les tax

and other duties on materia l obta ined for the Works

f rom any source shal l be borne by the Contrac tor.

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.

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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 materia ls consumed in tes t shal l be

borne by the Contrac tor in a l l 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.

187. Stock of

Materia ls

Required

(a)The Contractor sha l l a t h is own expense provide and

furnish himself with sheds and yards in such s i tua tions

and in such numbers as, in the opinion of the Engineer

are requis i te for carrying out the Works under this

contrac t , and the Contrac tor shal l keep a t each of such

sheds and yards a suf f icient quant i ty of mater ia ls in

s tock so as not to de lay the carrying out the Works

wi th due expedi t ion and the Engineer and his sub-

ordinates shal l have f ree access to the sa id sheds or

yards a t any t ime for the purpose of inspect ing the

s tock of materia ls so kept in hand any material or

a r t icle , which the Engineer may objec t to , sha l l not be

brought upon or used in the Work but sha l l be

forthwith removed f rom the sheds or yards by the

Contractor a t h is own cost . The Contractor wi l l

however be a l lowed to use for the above purpose the

comple ted port ion of the bui ldings if avai lable.

(b) General :

Cement brought on s i te by the Contractors shal l be

s tored in waterproof godown with two locks on each

door. The key of one lock of each door shal l remain

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with the Engineer or his representat ive and tha t of the

other lock with the Contractor’s organisa t ion agent a t

s i te of Works so that cement

is removed f rom the godown only according to da i ly

requirements wi th the knowledge of both the part ies.

188. Product ion of

Vouchers

The Contrac tor sha ll , produce al l quotat ions , invoices

vouchers and accounts or rece ipts e tc . to prove that the

materia ls supplied by him are in conformity wi th the

specif ica t ions la id down in the Contrac t and the same

are brought to the s i te and ut i l ized on the said Works.

189. 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.

I f any Tools , Plants and equipment brought on s i te , a re

in the opinion of the Engineer inef f icient , bad or of

infer ior qual i ty or a re unsui ted for the Works then

such tools, p lant and equipment shal l not be used on

the Works but sha l l be removed by the Contractor at

h is own expense wi thin twenty four hours af ter the

service of a wri t ten order or not ice f rom the Engineer

to tha t effec t and fresh tools, p lant and equipment be

subst i tuted in l ieu of tha t ordered to be removed by the

Engineer .

190. Inspect ion &

Approval

Al l Works embracing more than one process shal l be

subjec t to examination and approval at each stage

thereof and the Contrac tor sha l l

give due not ice to the Engineer or his organisa t ion

representa tive when each s tage is ready. In defaul t of

such not ice, the Engineer sha l l be ent i t led to appra ise

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

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view and for examination of foundation before 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.

191. 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 sha l l uncover any part of the Works and/or

make opening in or through the same as the Engineer

may f rom t ime to t ime direc t for his veri f ica t ion and

shal l reins tate and make good such part to the

sa t isfac tion of the Engineer , i f any such part has been

covered up or put out of view af ter be ing approved by

the Engineer and is subsequent ly found on uncovering

to be executed in accordance with the contrac t , the

expenses of uncovering and/or making openings in or

through, re instat ing and making good the same shall be

borne by the Corpora t ion. In any other case a l l such

expenses shal l be borne by the Contrac tor .

192. Contractor to

Search

The Contractor shal l , i f required by the Engineer in

wri t ing, search under the di rec tion of the Engineer for

the cause of any defec t , imperfec t ion or faul t

appearing during the progress of the Work or in the

period of maintenance. Unless such defec t ,

imperfec t ion or faul t sha ll be one for which the

Contractor is l iable under the contrac t , the cost of the

Work carr ied out by the Contrac tor in searching as

aforesaid shal l be borne by the Corpora t ion.

I f such defec t , imperfec t ion or faul t sha l l be one for

which Contractor is l iable as aforesa id, the cost of the

Work carr ied out in searching as aforesa id shal l be

borne by the Contrac tor and he shall in such case

repair, rec ti fy and make good such defect ,

imperfec t ion or fault , a t h is own expense.

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193. Defaul t of

Contractor in

Compliance

In case of defaul t on the part of the Contrac tor in

carrying out such ins t ruc t ion within the t ime specif ied

there in or, i f non, wi thin a reasonable t ime, the

Corpora t ion shal l be enti t led to employ any other

persons to carry out the same and al l costs consequent

thereon or inc idental there to shal l , a f te r due

consul ta t ion with the Corpora tion and the Contrac tor,

be de termined by the Engineer and shall be

recoverable f rom the Contrac tor by the Corpora t ion

f rom any monies due or to become due to the

Contractor and the Engineer sha l l not ify the Contrac tor

accordingly.

194. Urgent Works If any Urgent Work ( in respect whereof the decision of

the Engineer sha l l be f ina l and binding) becomes

necessary and the Contrac tor is unable or unwil l ing a t

once to carry i t out , the Engineer may by his own or

other Work people, carry i t out as he may consider

necessary. If the urgent Work shal l be such as the

Contractor is l iable under the contrac t to carry out at

h is expense a l l expense incurred on i t by the

Corpora t ion shal l be recoverable f rom the Contrac tor

and be adjusted or se t of f against any sum payable to

him.

PART – IV

TIME SCHEDULE AND DELAYS

195. Commenceme

nt Time

The t ime al lowed for execut ion for the Works as

specif ied in the contrac t documents shal l be the

essence of the contrac t . The execut ion of the Works

shal l commence f rom the da te specif ied by the

Engineer in wri t ing. I f the Contrac tor fai ls or neglec ts

to commence the execution of the Works as

aforesaid, the Corpora t ion shal l wi thout prejudice to

any other r ight or remedy be a t l iberty to forfe i t the

securi ty deposit absolute ly.

196. Extension of

Time for

Complet ion

due to

Monsoon.

In any case where the t ime prescribed for comple t ion

of any Work is exclusive of monsoon period. No new

t rench Work should be s tar ted af ter 15t h

May and

exis t ing t renches are required to be re insta ted by 31s t

May every year . The s i te shal l be c leared in al l respect

inc luding removal of surplus material on or before 10t h

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June of every year . The monsoon period shall be

deemed to be f rom 10t h

June to 30t h

Sept. of the

ca lendar year .

However, i f the Contractor is permit ted by the

Engineer to Work during any monsoon. Period, a l l

such period shal l be taken into account for the

ca lcula t ing the contrac t period on pro-ra ta basis as

under .

Cost of Work done

Effec t ive during monsoon

days = --------- ---- ---- x No. of days of

Tota l cost of Contrac t period

Contract Work

In the event of the Contractor fa i l ing to comply with

this condi t ion. He shal l be l iable to pay as

compensation as stated in Clause No.90.

197. Extension of

Time due to

Unforsean

events

If the work be de layed by –

(a)Force measure such as ac ts of God, ac t of publ ic

enemy, ac t of government, f loods, epidemics e tc . or

(b) Abnormal ly bad weather, or

I Serious loss or damage by f i re or

( i ) Civi l commotion, loca l combination of

workmen, st r ike or lockout a ffec ting any of the

t rades employed on the work, or

( j ) Delay on the part of other Contrac tor or

t radesmen engaged by the Munic ipa l

Corpora t ion in execut ing works not forming part

of the contrac t or

(f ) The reasons s ta ted in condi t ion No 84 and 85.

(g) Any other cause, in the absolute discre t ion of the

Engineer .

Then upon the happening of any such event causing

delay, the Contrac tor shal l immedia te ly give not ice

there of in wri t ing to the Engineer but sha l l

neverthe less use constant ly his best endeavors to

prevent or make good the delay and shall do a l l tha t

may be reasonable required to the sa t isfac tion of the

Engineer to proceed with the work.

Request for extension of t ime, to be el igible for

considera t ion shal l be made by the Contrac tor in

wri t ing within 14 (fourteen) days of the happening of

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the event causing delay. The Contrac tor may also, if

prac t icable indica te in such a request the period for

which extension is desi red. In any such case, the

engineer may give a fai r reasonable extension of t ime

for comple t ion of individual i tems or groups of i tems

of work for which separa te periods of comple t ion are

specif ied in the contrac t or the contac t as whole. The

decis ion of the Engineer in regard to the extension wil l

be communicated to the Contrac tor in wri t ing within a

reasonable t ime and the Contrac tor sha ll a lso be paid

such compensat ion tha t in the opinion of the Engineer

is fa i r and reasonable to cover the de lays resul t ing

f rom the provis ions under the sub c lause (e) above.

The t ime extended for comple ting the work shal l be the

essence of the contrac t for the period extended.

198. Network

Schedule &

Monthly Progress

Reports

(a)On award of the contrac t , the Contrac tor sha ll

submit the t ime 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 conta in no ac t ivi t ies wi th a dura t ion

grea ter than 28 days . Miles tones would be so

de termined tha t at leas t 10 percent of the events a re

milestones and no two miles tones 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 f ina l ized Network may be amended f rom t ime

to t ime, if fel t necessary by the Contrac tor, wi th the

approval of the Engineer.

(d)A f ixed sum shall be he ld in abeyance a t the t ime of

the next inter im payment for non-a t tainment of

each miles tone in the Network and shal l be re leased

only on comple t ion of the Work af ter deducting the

compensation for delay i f there is Contrac tor’s faul t as

per provis ion in Clause No. 86 and penal ty covered

under Clause No. 53. The f ixed sum shal l be :

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Rs.10,000/- for all contracts over Rs.25 Lakhs and upto the value of

Rs.100 Lakhs.

Rs.20,000/- for all contracts over Rs. 1 crore and upto the value of

Rs.5 crores

Rs.35,000/- for all contracts over Rs. 5 crores and upto the value of

Rs.10 crores.

Rs.50,000/- for all contracts over Rs.10 crores.

If the attainment of the milestones is delayed for reason not

attributable to the Contractors no moneys will be held in abeyance.

199. Disrupt ion of

Progress for

Lack of

Drawings.

The Contrac tor sha l l give wri t ten not ice to the

Engineer whenever planning or progress of the Works

is l ike ly to be de layed or disrupted unless any further

drawing or order , inc luding a di rect ion, ins t ruc tion or

approval , i s i ssued by the Engineer wi thin a reasonable

t ime. The not ice shal l inc lude de ta i ls of the drawing or

order required and of why and by when i t i s required

and of any delay or disrupt ion l ike ly to be suf fered if

i t i s la te .

200. Delays of

Drawings

If by reason of any fai lure or inabi l i ty of the Engineer

to issue wi thin a t ime reasonable in a l l the

c i rcumstances any drawing or order requested by the

Contractor in accordance with the c lause 84 of this

condi t ion the Contrac tor suffers delay, then the

Engineer sha l l take such delay into account in

de termining any extension of t ime to which the

Contractor is ent i t led under sub-c lause (g) of Clause

No. 82 hereof . No moni tary c la im wil l be enter tained

on this account.

201. Monthly

Report

The Contrac tors wi l 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 Contrac tor to

submit monthly report in t ime wil l a t t ract act ion as per

Clause No.83.

202. Rate of

Progress .

I f for any reason, which does not enti t le the Contrac tor

to an extension of t ime, the ra te of progress of the

Works or any Sect ion is a t any t ime, in the opinion of

the Engineer, too slow to comply with the Time for

Complet ion, the Engineer sha l l so not i fy the

Contractor who shall thereupon take such s teps as are

necessary, subjec t to the consent of the Engineer, to

expedite progress so as to comply with the Time for

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Complet ion. The Contrac tor shal l not be ent i t led to

any addi t ional payment for taking such s teps . I f , as a

resul t of any not ice given by the Engineer under this

Clause, the Contrac tor considers tha t i t i s necessary to

do any Work a t night or on local ly recognized days of

res t , he shal l be ent i t led to seek the consent of the

Engineer so to do. Provided tha t if any s teps, taken by

the Contrac tor in meet ing his obl iga t ions under this

Clause, involve the Corpora tion in addi t ional

supervis ion costs, such costs sha l l be de termined by

the Engineer and shal l be recoverable f rom the

Contractor , and may be deducted by the Corpora t ion

f rom any monies due or to become due to the

Contractor and the Engineer sha ll not i fy the

Contractors accordingly.

203. Suspension of

Work

(a)The Contrac tor sha l l , on rece ipt of the order in

wri t ing of the Engineer, suspend the progress of the

Works or any part thereof for such t ime and in such

manner as the Engineer may consider necessary for any

of the following 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 execution of the Works or part thereof

for reasons other than the defaul t of the Contractor , or

( i i 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 I f 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 contrac t . Such

suspension of payment may be cont inued unt i l default

sha l l have been recti f ied.

204. Stoppage /

Al tera tion /

Rest r ic t ion of

Work.

5) If a t any t ime af ter the execut ion the contrac t

documents the Engineer sha l 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

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resc ind the contract) desi res that the whole or any part

of the Work specif ied in the tender should be

suspended for any period or tha t the whole or part of

the Work should not be carr ied out, a t a l l he shal l

give to the Contrac tor a not ice in wri t ing of such

desi re and upon the rece ipt of such not ice the

Contractor sha l l for thwith suspend of stop the Work

whol ly or in ar t as required, a f te r having due regard to

the appropria te s tage a t which the Work should be

s topped or suspended so as not to cause any damage or

injury to the Work a l ready done or endanger the

safe ty there of provided tha t the decis ion of the

Engineer as to the s tage a t which the Work or any part

of i t could be or could have been safe ly s topped or

suspended shal l be f ina l and conclusive against the

Contractor . The Contrac tor shal l have no c la im to any

payment or compensat ion whatsoever by reason of or

in pursuance of any not ice as aforesa id, on account of

any suspension, s toppage or curtai lment except to the

extent specif ied here inaf ter.

6) Where the tota l suspension of Work ordered as

aforesaid cont inued for a cont inues period exceeding

90 days the Contrac tor sha l l be l iberty to wi thdraw

f rom the contrac tual obl iga t ions under the contrac t so

far as i t per ta ins to unexecuted part of the Work by

giving a 10 days prior not ice in wri t ing to the

Engineer , wi thin 30 days of the expiry of the sa id

period of 90 days , of such intent ion and requir ing the

Engineer to record the f ina l measurement of the Work

a l ready done and to pay f ina l bi l l . Upon giving such

not ice the Contrac tor sha l l be deemed to have been

charged f rom his obl iga t ions to comple te the

remaining unexecuted Work under his contrac t . On

rece ipt of such notice the Engineer sha l l proceed to

comple te the measurements and make such payments

as may be f ina l ly due to the Contrac tor wi thin a

period of 90days f rom the rece ipt of such not ice in

respect of the Work a l ready done by the Contrac tor.

Such payment shall not in any manner pre judice the

r ight of the Contrac tor to any further compensat ion

under the remaining provis ions of this clause.

7) Where the Engineer required the Contrac tor to

suspend the Work for a period in excess of 30 days a t

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any t ime or 60 days in the aggregate , the Contractor

sha l l be ent i re to apply to the Engineer wi thin 30 days

of the resumption of Work af ter such suspension for

payment of composi t ion to the extent of pecuniary

loss suffered by him in respect of Working machinery

remain idea l on the s i te of on the account of his

having and to pay the sa lary or wages of , labour

engaged by him during the said period of suspension

provided a lways tha t the Contractor sha l l not be

ent i t led to any c laim in respect of any such Working

machinery, sa lary or wages for the f i rs t 30 days

whether consecut ive or in the aggregate or such

suspension or in respect or any suspension whatsoever

occasioned by unsa t isfac tory Work or any other

defaul t on his part . The decis ion of the Engineer in

this regard shal l be f ina l and conclusive against the

Contractor .

8) In the event of –

i ) Any tota l s toppage of Work on not ice

f rom Engineer under sub c lause (1) in tha t behalf .

i i ) Withdrawal by the Contractor f rom the

contrac tua l obl igat ions complete the remaining

unexecuted Work under sub c lause (2) on account of

cont inued suspension of Work for a period exceeding

90 days .

I t sha l l be open to the Contractor , wi thin 90 days f rom

the service of ( i ) the not ice of s toppage of Work or

( i i ) the not ice of wi thdrawal f rom the contractual

obl iga t ions under the contrac t on account of the

cont inued suspension of Work ( i i i ) not ice under

c lause 20 (1) resul t ing in such curta i lment to produce

to the Engineer sa t isfac tory documentary evidence

tha t he had purchased or agreed to purchase materia l

for use in the contrac ted Work, before rece ipt by him

of the not ice of s toppage , suspension or curta i lment

and require Government to take over on payment such

materia l a t the rated de termine by the Engineer

provided, however, such ra tes sha ll in no case exceed

the rates a t which the same was acquired by the

Contractor . The corpora t ion shall thereafter take over

the materia ls so of fered, provided the quant i t ies

of fered, a re not in excess of the requirements of the

unexecuted Work as specif ied in the accepted tender

and are of quali ty and specif ica tions approved by the

Engineer .

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205. Liquidated

Damages for

Delay.

I f the Contrac tor fa i ls to comple te the Works and c lear

the Si te on or before the Contrac t or extended

Date(s) /period(s) of comple t ion, he shall , wi thout

prejudice to any other r ight or remedy of Corpora t ion

on account of such breach, pay as agreed

compensation, amount calcula ted as s t ipula ted be low

(or such smal ler amount as may be f ixed by the

Engineer) on the Contrac t Value of the whole Work or

on the Contrac t Value of the i tem or group of i tems of

Work for which separa te period of comple t ion are

given in the contract and of which comple t ion is

de layed for every week tha t the whole of the Work of

i tem or group of i tems of Work concerned remains

uncomple ted, even though the contrac t as a whole be

comple ted by the contrac t or the extended date of

comple t ion. For this purpose the te rm “Contract

Value” shal l be the va lue of the Work a t Contract

Rates as ordered including the va lue of a l l devia t ions

ordered:

(a )Complet ion period for @ 1 percent

(or igina l ly s t ipula ted per week

or as extended ) not

exceeding 6 months

(b) Comple t ion period for @1/2 percent

(as or igina lly s t ipula ted per week

as extended )

exceeding 6 months and

not exceeding 2 years

(c )Complet ion period (as @ ¼ percent

or igina l ly s t ipulated per week

or as extended )

exceeding 2 years

the under noted percentage of the Contrac t Value of

the i tem or group of i tems of Work for which a

separa te period of comple t 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 tota l amount of compensat ion

for de lay to be pa id this condit ion shal l not exceed

(a)Complet ion period (as 10 percent

or igina l ly s t ipulated

or as extended ). Not

exceeding 6 months

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(b) Comple t ion period 7 ½ percent

(as or igina lly s t ipula ted

or as extended )

exceeding 6 months and

not exceeding 2 years

(c )Complet ion period 5 percent

(as or igina lly s t ipula ted

or as extended )

exceeding 2 years

The amount of l iquidated damages may be adjusted se t

of f against any sum payable to the Contrac tor under

this or any other contrac t wi th the corpora t ion or f rom

the securi ty deposi t of the Contrac tor ent i rely a t the

discre tion of the corpora t ion.

PART – V

BILLS AND PAYMENTS

206. Method of

Measurement

Except where any genera l or de ta i led description of

the Work in bi l ls of quanti t ies or schedule of

Works/ i tems/quant i t ies express ly shown to the

contrary, bi l l s of quant i t ies sha l l be deemed to have

been prepared and measurements shal l be taken in

accordance with the procedure se t for th in the schedule

of ra tes /specif ica tions notwithstanding any provis ion

in the re levant s tandard Method of Measurement or

any genera l or local custom. In the case of i tems,

which are not covered by the schedule of ra tes /

specif ica t ions, measurement shal l be taken in

accordance with the re levant Standard specif ica t ions

publ ished by PWD Govt . of Maharastra and for the

works not covered in this publ ica t ion, measurements

shal l be taken as per the codes by Bureau of Indian

s tandards . .

207. Records and

Measurement

The Contrac tor sha l l submit to the Engineer the

monthly s ta tements of the es t imated va lue of the work

comple ted less than the cumula t ive amount cer t i f ied

previously. The monthly s ta tements shal l be in the bi l l

form specif ied by the Engineer and i t sha l l be

submit ted on or before the da te inst ruc ted by the

Engineer . These monthly bi l l s sha l l be supported wi th

de tai led measurements for the gross quant i ty of the

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work done duly deduct ing the gross quant i ty pa id in

the previous bi l l . The Contrac tor is permit ted to copy

down the correc t ions in the bi l ls paid as per the

Engineers cer t if ication. Upon rece ipt of the bi l l and

measurements by the Contractors , the Engineer sha ll

except as otherwise s ta ted ascerta in and determine by

measurement the value in accordance with the contract

of work done in accordance therewith.

Al l i tems having a f inancia l va lue shall be entered in

measurement Book e tc . as prescribed by the

corpora t ion so tha t a comple te record is obta ined of a l l

the Works performed under the contrac t .

Measurements shal l be taken joint ly by the Engineer or

his organisa t ion representa t ive and by the Contrac tor

or his organisa t ion representa t ive. Before taking

measurements of any work the Engineer or the person

deputed by him for the purpose shall give a reasonable

not ice to the Contrac tor. If the Contrac tor fa i ls to

a t tend or send an organisa t ion representa tive for

measurement af ter such a not ice or fa i ls to counters ign

or the objec t ion within a week f rom 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 correc t measurements of the works

and shal l be binding on the Contrac tor.

The Contrac tor sha l l , wi thout any extra charge,

provide ass is tance wi th every appl iance and other

things necessary for measurements.

Measurements shall be s igned and dated by both

part ies each day (of taking measurement) on the s i te

on comple t ion of measurement.

208. Payments of

Bi l ls and

Other Claims

The payment of bi l l s and other c la ims ar is ing out of

the contrac t wi l l be made by Account Payee Cheque

drawn in the name of ‘Agency’.

209. Ful l

Provis ions

The ra tes inserted by the corporat ion against various

i tems of Work deta i led in various parts of scheduled

shal l be deemed to inc lude every a l lowance necessary,

wi thout extra measurement or charge for meet ing the

requirement of various components / parts of the

contrac t documents (viz part icular specif ica tions, PWD

of s tandard specif ica t ions, Maharashtra schedule of

ra tes, MOST specif ica tions, BIS specif ica tions,

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Special Condi t ions, preambles and notes to schedule of

i tems descript ion of schedule i tems which shal l a l l be

read together and any or of the fol lowing unless

specif ica l ly provided for the contrary.

y) Compliance wi th a l l the condi t ions of contrac t

inc luding General Condi t ions of Contrac t , schedule of

ra tes and Quanti t ies, Part icular Specif ica tions,

Drawings inc luding Notes thereon, Specif ica t ions in

s tandard Specif ica t ions of PWD of Maharashtra and

MJP re levant Indian Standard Specif ica t ions wherever

appl icable. However, in case of any discrepancy

between drawing and tender , the tender i tem and

specif ica t ion shall prevai l . I f there is discrepancy in

tender specif ica tions , the order of preference shall be

1s t

spec if icat ion of Maharashtra Sta te PWD, MJP,

MOST and las t ly BIS.

z) All labour, mater ia ls , tool and plants,

equipments and t ransport which may be required in

prepara tion for and in the ful l and ent i re execut ion and

comple t ion of the Works inc luding waste of mater ia ls ,

carr iage and cartage, carrying in , re turn of empties,

hois t ing, set t ing, f ixtures and f i t t ings in posi t ion.

aa) Local condi t ions: Nature of Works, local

fac i l i t ies for supply of labour and materials

access ibi l i ty’s to s i tes and a l l o ther mat ters effec t ing

the execut ion and comple t ion of the Works.

bb) Duties e tc : Payments of any Octroi ,

Terminal Tax, Sales Tax, Turnover Tax, Contrac t Sales

Tax, Tol l Tax, Ground Rent, Royal ty, Environmenta l

Cess, Local Bodies Cess, Taxes or any dut ies on

materia ls obtained for the Works and any dut ies in

respect of pa tent r ights .

cc) Supervis ion : Competent supervis ion of the

Work.

dd) Labour: Reasonable te rms and condi t ions

of employment, l iabi l i ty to pay compensat ion, Wages

as per s ta tutory enactment’s, temporary

accommodat ion, sani ta t ion, compliance wi th contrac t

labour ac t 1970 (Regula t ion and Abol i t ion) .

ee) Water: Provis ion of a l l water required

inc luding temporary plumbing and connection.

f f ) Temporary Work Shops, Stores, Off ices, Labour

Camps etc . Provis ions of such s t ruc tures required for

e ff ic ient execut ion of the Works and removing and

c leaning up si te on comple t ion of Works.

gg) Precaut ions Against Risks: Precaut ions to

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prevent loss or damage f rom a l l or any r isk, insurance

of sheds or any temporary accommodat ion provided by

the corpora t ion watching and l ight ing, provis ions

perta ining to the Genera l Condi t ions of Contract .

hh) Notices, Fees e tc . : Compliance wi th

s ta tutory provis ions of regula t ions and/ or bye laws of

any local authori ty and/ or any publ ic service company

or authori ty affec ted by the Works.

i i ) Set t ing the Works inc luding a l l appara tus

required.

j j ) Site Drainage: Removal of a l l water tha t may

accumula te due to spring, sub soi l water, f lood/ t ides

and any other causes on the si te during the progress of

the Work.

kk) Execution of Work in Workmanl ike

manner, fac i l i t ies for inspection e tc .

l l ) Rect if ica tion of bad Work: Rect if ica tion and/ or

removal and reconstruc t ion of any Work which (as

dec ided by the Engineer) has been executed with

unsound or imperfec t mater ia ls or unski l led

Workmanship or of a qual i ty infer ior to tha t contrac ted

for , whether during construc t ion or reconstruct ion

prior to the expiry of the Defec t Liabi l i ty period.

mm) Responsibil i ty for damages and loss of a l l

construc tion materia ls e tc . , a t the s i te unt i l handing

over to the corpora tion.

nn) Removal of Rubbish: Removal of Rubbish

& debris & c leaning of any dir t before handing over

a l l comple t ion of woks.

oo) Cleaning s i te and Works: Removal by the

Contractor off the si te , of any tools , p la ts & materia ls

and sweeping bui lding, washing f loors , c leaning

joineries & removal of splashes of asphal t leaving the

whole s i te nea t and t idy.

pp) Complet ion: Comple t ing the Work to the

sa t isfac tion of the Engineer on or before s t ipulated the

da te of comple t ion.

qq) Difficult posi t ion: Accessibi l i ty or

otherwise to si te , easy or dif f icult posi t ion in Works.

r r) Errors : Recti f ica t ion of a l l defec ts during

construc tion & defec t l iabi l i ty period to the

sa t isfac tion of Engineer.

ss) Curved Works etc . Works of any quant i ty, s ize

or shape whether level , inc l ined, curved, ba t te red e tc .

t t ) Maker’s Ins t ruc t ion: Compliance wi th make’s

ins t ruc t ions in the case of proprie tary ar t ic les, fac tory

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made good of precast i tems.

uu) Waste : Al l waste laps , seams, joints (rough

or fa i r cut t ing) s t ra ight / raking, ci rcular and making

good.

vv) Art i f icia l Lights : To include a l l

l ight ing/Kerosene or e lec t r ic power as the case may be

when need ar ises for use of l ight ing whi le carrying out

Works.

Construc t ion of approaches to the s i te of Work.

Making arrangements for proper access to Works in the

form of sta i rs , ladders , l i f t s e tc . as ordered by the

Engineer – in – Charge for proper supervis ions , test ing

and or inspect ion of Works inc luding materia l during

construc tion & defec t l iabi l i ty period.

210. Inter im

Payment

Inter im bi l ls sha l l be submitted by the Contractor f rom

t ime to t ime (but at an interval of not less than one

month) for the Works executed. The Engineer sha l l

a rrange to have the bi l l s veri f ied by taking or causing

to be taken, where necessary, the requisi te

measurement of Work. The joint measurement shall not

be an excuse for the Contrac tor to submit in termediate

bi l l s a t monthly or intervals not less than a month. Al l

in ter im bi l ls sha l l be f i rs t submit ted by the Contrac tor

wi th de ta i led measurements and thereafter only the

Engineer or his organisa t ion representat ive shal l carry

out joint veri f ica t ions or otherwise on record in the

measurement book before cert if ica tion of the bi l l s .

Payment on account for amount admissible shal l be

made on the Engineer cer t ifying the sum to which the

Contractor is considered ent i t led by way of

inter im payment for a l l the Work executed, a f te r

deducting there f rom the amount a l ready paid, the

securi ty deposi t / retent ion money and such other

amounts as may be deductible or recoverable in te rms

of the contrac t .

No inter im payment wi l l be admit ted unt i l such t ime

the Contrac tor have ful ly complied wi th

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 f ixed sum shal l

be he ld in abeyance a t the t ime of next inter im

payment for non a tta inment of each miles tone in the

NetWork and shall be re leased only on a t ta inment of

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the sa id miles tone

211. Modif icat ion

of Inter im

Cert if ica te .

An inter im cert if icate given re la t ing to Work done or

materia l de l ivered may be modif ied or correc ted by

any subsequent interim cert i f ica te or by the f inal

cer t if icate . No cert if ica te of the Engineer support ing

an inter im payment shal l of i t se lf be conclusive

evidence that any Work or materia ls to which i t rela tes

is /a re in accordance with the contrac t .

212. Income Tax

The Contrac tor sha l l pay Indian Income Tax on a l l

payments made to him under the Contract , o ther than

re imbursements made to him by the Corpora t ion to

cover payment by Contrac tor of minor custom dut ies

e tc . , or any other payment which the Contrac tor may

make on the Corpora t ion’s behalf . Under the

provis ions of Sec. 194-C of the Indian Income Tax

Act, the Corpora t ion is required to deduct Tax with

surcharge a t source a t prevai l ing ra tes from the gross

amount of each bi l l submit ted. Any expatr ia te s i te

s taf f or s taf f not normal ly res idents of India, employed

by the Contrac tor sha l l pay personal Income Tax on a l l

money earned and paid in India. The Contrac tor sha l l

perform such dut ies in regard to such deduct ions

thereof as may be imposed on him by such laws and

regula t ions.

213. Payment of

Taxes

The contrac tor sha l l pay a l l the taxes direc t ly to

respect ive organiza tions & to the Government. The

Corpora t 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 t ime.

The prices quoted by the Contrac tor sha l l inc lude a l l

customs dut ies, import dut ies, excise dut ies, business

taxes, income and other taxes tha t may be levied in

accordance to the laws and regula t ion in-force on the

Contractor’s Equipment, mater ia ls , supplies

(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

contrac t sha l l re l ieve the contrac tor f rom his

responsibi l i ty to pay any tax tha t may be levied or on

prof i ts made by him in respect of the contrac t .

The contractor shal l per form such dut ies in regard to

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such deduct ions thereof as may be imposed on him by

such laws and regulat ions .

All c 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 contrac tor sha l l submit form – 31 or such other

forms as are prescribed under the said ac t which is

required to be produced by the princ iple employer in

the events of any not ice by the Sales Tax Department

wi thin one month of issue of let te r of acceptance.

214. Deduct ion of

Contract Sales

Tax /

Turnover tax.

The Contrac tors a re required to produce the ir

regis t ra t ion for contrac t sa les tax/ turnover tax to the

department before re leasing the 1s t

R.A. bi l l for the

Work executed by them, fa i l ing which, no payment

shal l be re lease.

215. Provis ional

Sums.

(1)”Provis ional sum” means a sum inc luded in the

contrac t and so designated in the Bi l l of Quant i t ies for

the execut ion of Work or supply of goods, mater ia ls or

services or for cont ingencies, which sum may be used,

in whole or in part , or not a t a l l , a t the di rec tion and

discre tion of the Engineer . The contract pr ice shal l

inc lude only such amounts in respect of the Work,

supply or service to which such provis ional sum rela te

as the Engineer sha ll approve or determine in

accordance with this c lause.

(2) In respect of every provis ional sum the Engineer

sha l l have power to order to execute the Work,

inc luding goods, mater ia ls or services to be suppl ied

by the Contrac tor. The contrac t pr ice shal l include the

va lue of such Work executed or such goods, mater ia l

or services suppl ied de termined in accordance with

Clause No. 102.

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(3) The Contractor sha l l produce al l quota tions,

invoices, vouchers and accounts or rece ipts in

connect ion with expendi ture in respect of provis ional

sums.

216. Rates for

Excess in

I tems.

Quant i t ies shown in the tender are approximate and no

c laim shal l be enter ta ined for quant i t ies of work

executed be ing e i ther more or less than those entered

in the tender or es t imate. For purpose of this contrac t ,

the varia t ions/deviat ions in carrying out the i tems of

work shall not exceed plus or minus 25 percent of

contrac t sum. The devia t ion/varia t ion in the quant i ty

of individual i tems shal l not be taken as devia t ion or

varia t ion in the contrac t . The dif ference be tween the

tota l va lue of the work done and the Contrac t sum as

defined above wil l be only be considered for

devia t ion/varia t ion.

The Contrac tor sha l l a rr ive at the ra tes af ter careful ly

preparing the ra te analysis taking into considera tion

s i 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 sha l l be pa id

a t , the ra te ment ioned in the bi l l of quant i t ies.

However, i f the quant i ty 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 ra te shal l be worked out based on schedule ra te

wi th Contrac tor`s quoted percentage or current dis t r ic t

schedule of ra tes without Contrac tor`s quoted

percentage, which ever is less.

217. Rates for

Extra I tems.

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 ) I f ra te for any addi t ional , a l te red or subst i tuted

i tem of Work is not included in the bil l of quant i t ies

and ra tes, such i tem of Work shal l be carr ied out a t the

re levant Corpora t ion’s schedule of ra tes (Publ ic works

Department and M.J .P. schedule of rates for Thane

Dis t r ic t ) prevai l ing a t the t ime of execut ion of extra

Work (Quoted percentage wil l not be appl icable)

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i i i ) I f the ra te for any addi t ional , a l te red or

subst i tuted i tem of Work cannot be de termined in the

manner specif ied in ( i ) & ( i i ) above , or the ra te so

de termined is found to be unreasonable, then the

Contractor wil l be pa id a t such fa i r and reasonable

ra tes as Worked out by the Engineer on the basis of

mater ia l , labour and opera t ions of construc t ion

equipment required to execute the i tem and al lowing

10 percent to cover prof i 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 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.

218. Overpayment

and

Underpayment

Whenever any cla im for the payment of a sum to the

Corpora t ion r ises out of or under this contrac t against

the Contrac tor the same may be deducted by the

Corpora t ion f rom any sum then due or which at any

t ime thereaf ter may become due to the Contrac tor

under this contrac t and fa i l ing that under any contrac t

wi th the Corporat ion or f rom any other sum due to the

Contractor f rom the Corpora t ion (which may be

avai lable wi th the Corpora t ion) or f rom his securi ty

deposi t / re tent ion money, or he shal l pay the cla im 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

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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 tha t the aforesa id r ight of the Corpora t ion to

adjust overpayment against amount due to the

Contractor under any other contrac t with Corpora tion

shal l not extend beyond the period of two years f rom

the date of payment of the f ina l bi l l or in case the f ina l

bi l l i s a “Minus” bil l , f rom the da te of the amount

payable by the Contrac tor under the “Minus” bi l l i s

communicated to the Contrac tor.

Any amount due to the Contrac tor under this contrac t

for underpayment may be adjusted against amount then

due or which may at any t ime thereaf ter become due

before payment is to the Contrac tor, f rom him to

Corpora t ion on any other contrac t or account

whatsoever.

219. Payment of

Final Bi l l

Fina l jo int measurement a long-with the representa tives

of the Contrac tor should be taken, recorded and s igned

by the Contrac tors. Contractor should submit the f ina l

bi l l wi thin 1 month of physica l comple t ion of the

Work.

I f the Contrac tor fa i ls to submit the f inal bi l l wi thin 1

month, the Corpora tion s taff wil l prepare the f ina l bi l l

based on the joint measurement wi thin next 3 months.

Engineer’s dec ision shal l be f ina l in respect of c la ims

for defec t and pending c laims against Contrac tors.

No further c la ims should be made by the Contractor

a f te r submission of the f inal bi l l and these shal l be

deemed to have been waived and ext inguished.

Payment of those i tems of the bi l ls in respect of which

there is no dispute and of i tems in dispute, for

quant i t ies and ra tes as approved by the Commissioner

shal l be made within a reasonable period as may be

necessary for the purpose of veri f ica t ion e tc .

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Af ter payment of the f ina l bi l l as aforesa id has been

made, the Contrac tor may, i f he so desi res, reconsider

his posi t ion in respect of a disputed port ion of the

f ina l bi l l and if he fa i ls to do so within 84 days , his

disputed c la im shal l be deal t wi th as provided in the

contrac t .

220.

Receipts to be

Signed

in Firm’s

Name by any

One of the

Partners

Every rece ipt for money which may become payable or

for any securi ty which may become t ransferable to the

Contractor under these present sha ll , i f s igned in the

partnership name by any one of the partners , be a good

and suff ic ient discharge to the Commissioner and

Corpora t ion in respect of the money

or securi ty purport ing to be acknowledged thereby, and

in the event of death of any of the partners during the

pendency of this contrac t , i t i s hereby express ly agreed

tha t every receipt by any one of the surviving partners

sha l l , i f so s igned as aforesaid, be good and suff ic ient

discharge as aforesaid provided tha t nothing in this

c lause conta ined shal l be deemed to prejudice

or effec t any cla im which the Commissioner or the

Corpora t ion may hereaf ter have against the legal

representa tives of any partners so dying or in respect

of any breach of any of the condit ions thereof ,

provided a lso tha t nothing in this c lause contained

shal l be deemed prejudice or af fec t the respect ive

r ights or obl iga t ions of the Contrac tor and of the legal

representa tive of any deceased Contrac tors interes t .

221. No Payment

on Account of

Price

Varia t ion of

Labour,

Materia l and

POL

Component

No materia l pr ice varia t ion wages esca la t ion on

individual i tem on account whatsoever and

compensation for ‘Force Majeure’ etc . sha ll payable

under this contrac t .

PART-VI

TERMINATION OF CONTRACT AND SETTELEMENT OF DISPUTES

222. Cancella t ion

of Contrac t in

Ful l or in

Part .

I f the Contrac tor:

(a )At any t ime makes defaul t in proceeding with the

Work with due di l igence and continues to do so af ter

not ice in wri t ing of fourteen days f rom the Engineer;

or

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b) Commits defaul t in complying with any of the te rms

and condi t ions of contrac t and does not remedy i t

wi thin fourteen days af ter a not ice in wri t ing is given

to him in tha t behalf by the Engineer, or

(c )Fai ls to comple te the Works or i tems with

individual da tes of comple t ion, on or before the

da te(s) of comple t ion, and does not comple te them

within the period specif ied in a notice given in wri t ing

in tha t behalf by the Engineer, or

(d)Shal l of fer or give or agree to give to any person in

Corpora t ion’s Service or to any other person on his

behalf any gif t or considera t ion of any kind as an

inducement or reward for doing or forbearing to do or

for having done or forborne to do any ac t in re la t ion to

the obta ining or execut ion of this or any other contract

for the Corpora t ion, or

(e )Shal l obta in a contrac t wi th the Corpora t ion as a

resul t of r ing tendering or other non-bona-f ide

methods of competi t ive tendering or

f ) be ing an individual or a f i rm, any partner thereof ,

sha l l a t any t ime be adjudged insolvent or have a

rece iving order or order for adminis t ra t ion of his

es ta te made against him or shal l take any proceedings

for l iquidat ion or composi t ion (other than

voluntary l iquidat ion for the purpose of amalgamation

or reconstruc t ion) under any insolvency ac t for the

t ime being in force or make any conveyance of

ass ignment of his e ffec ts or composi t ion or

a rrangement for the benef i t of his c reditors or purport

so to do, or i f any appl ica t ion be made under any

Insolvency Act for the t ime being in force for the

sequest ra t ion of his es ta te or if a t rus t deed be

executed by him for his c reditors , or

g) Being a company, sha ll pass a resolut ion or the

court sha l l make an order for the l iquidat ion of his

a ffa i rs , or a rece iver or a manager on behalf of the

debenture holders sha l l be appointed or

c i rcumstances sha ll a r ise which ent i t le the Court or

debenture holders to appoint a rece iver or a Manager,

or

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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

ser ious i l lness or dea th of the Contrac tor .

223. Action When

Whole of

Securi ty

Deposi t i s to

be Forfe i ted

In the cases ment ioned in above c lause No. 107 the

Engineer , on behalf of the corpora tion shal l have

power to adopt any of the following forces, as he may

deem best sui ted to the interes t of the corpora t ion.

d) To resc ind the contrac t (for which resciss ion

not ice in wri t ing to the Contrac tor under the head of

Engineer sha l l be conclusive evidence) and in that

case the securi ty deposi t of the Contrac tor shal l

s tand forfe i ted and be absolute ly a t the disposal of

Corpora t ion

e ) To carry out Work or any part of the

departmenta l ly debit ing the Contrac tor wi th the cost

of the Work, expendi ture incurred on tools and plan

and charges on addit ional supervisory s taff inc luding

the cost of Work charge es tabl ishment employed for

ge t t ing the unexecuted part of the Work comple ted

and credi t ing him with the va lue of the Work done

departmenta l ly in a l l respects in the same manner

and a t the same ra tes as i f i t had been carr ied out by

the Contrac tor under the te rms of his contrac t . The

cert if icate of the Engineer as to the costs and other

a l l ied expenses so incurred and as to the va lue of the

Work so done departmenta l ly and shal l be f ina l and

conclusive against the Contrac tor.

f ) To order tha t the Work of the Contrac tor be

measured up and to take such part there of as sha l l

be on executed out of his hands, and to give i t to

another Contrac tor to comple te, in which case al l

expenses incurred on advert isement for f ixing a new

contrac t ing agency, addi t ional supervisory s taf f

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inc luding the cost of Work charge es tabl ishment and

a cost of Work executed by the new contrac t agency

wil l be debi ted to the Contrac tor and the va lue of the

Work done or executed through a new Contrac tor

sha l l be credi ted to the Contrac tor in a l l respects and

in the same manner and a t the same ra tes as if i t had

been carr ied out by the Contrac tor under the te rms of

this contrac t . The cert if icate of the Engineer as to

a l l the cost of the Work and other expenses incurred

as aforesa id for or in ge t t ing the unexecuted Work

done by the new Contrac tor and as to the va lue of

the Work so done shal l be f ina l and conclusive

against the Contrac tor .

In case the contrac t sha l l be rescinded under c lause

(a) above the Contrac tor sha l l not be enti t le to

recover or be pa id, any sum for any Work therefore

ac tua l ly performed by him under this contrac t unless

and unt i l the Engineer sha l l have cert if ied in wri t ing

the performance of the such Work and the amount

payable to him in respect thereof and he shall only

be ent i t led to be paid the amount so cert i f ied in the

event of e i ther of the curses referred to in c lauses

(b) or (c) be ing adopted and the cost of the executed

departmenta l ly or through a new Contrac tor and

other a l l ied expenses exceeding the va lue of the such

Work credi ted to the Contrac tor the amount of

excess shal l be deducted f rom any money due to the

Contractor , by corpora t ion under the Contrac tor

otherwise howsoever or f rom his securi ty deposi t or

the sa le proceeds there of provided, however, tha t

Contractor sha l l have no c la im against corpora t ion

even i f the cert i f ied va lue of Work done

departmenta l ly or through a new Contrac tor exceed

the cert if ied cost of such Work and a ll ied expenses,

provided a lways that which ever of the three courses

ment ioned in c lauses (a) , (b) or (c) i s adopted by the

Engineer , the Contrac tor sha ll have no c la im to

compensation for any loss susta ined by him by

reason his having purchased or procured any

materia ls , or entered into any engagements, or made

any advance on account of or wi th a view to the

execut ion of the Work or the performance of the

contrac t .

224. Action When If the progress of any part icular port ion of the Work is

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the Progress

of any

Part icular

Port ion of the

Work is

Unsat isfac tory

unsa t isfac tory the condi t ions ment ioned in c lause

108(b) , be ent i t led to lake ac t ion under c lause af ter

giving the Contrac tor 14 days not ice in wri t ing. The

Contractor wi l l have no cla im for compensat ion, for

any loss susta ined by him owing to such ac tion.

225. Contractor

Remains

Liable to Pay

Compensat ion

i f Act ion not

Taken Under

Clause 108

and 109

In any case in which any of the powers conferred upon

the Engineer by c lauses 108 & 109 hereof shall have

become exerc isable and the same shal l not have been

exerc ised the non exerc ise there of shal l not const i tute

a walver of any of the condit ions thereof and such

powers shal l not wi thstanding the excisable in the

event of any future case of default by the Contractor

for which under any c lause hereof he is dec lared l iable

to pay compensation amount ing to the whole of this

securi ty deposi t and the l iabi l i ty of the Contrac tor for

past and future compensat ion shal l remain unaffected.

226. Power to take

possess ion of

or require

removal or

se l l

Contractors

plant .

In the event of Engineer taking ac tion under sub

c lauses (a) or (c) c lause 108, he may if he so desi res,

take possession of al l any tools and plant , mater ials

and s tore in or upon the Work of the s i te thereof or

be longing to the Contrac tor, or procured by him and

intended to be uses for the execut ion of the Work or

any part thereof paying or a l lowing for the same in

account a t the contrac t ra tes or in the case of contrac t

ra tes not be ing applicable a t current market ra tes to be

cert if ied by the Engineer whose cert if ica te thereof

shal l be f ina l . In the a l te rna t ive the Engineer may af ter

giving not ice in writ ing to the Contrac tor or his c lerk

of the Work foreman or other authorises agent requires

him to remove such tools and plant , mater ia l , or s tores

f rom the premises wi thin a t ime to be specif ied in such

not ice and in the event of the Contrac tor fa i l ing to

comply with any such requis i t ion, the Engineer may

remove them a t the Contractor’s expenses or se l l them

by auctions or pr ivate sa le on account of the

Contractor and a t this r isk in a l l respect and the

cert if icate of the Engineer as to the expenses of any

such removal and the amount of the proceeds and

expensed on any such sa le shall be f ina l and

conclusive against the Contrac tor.

227. No Interes t

for Delayed

Payments Due

to Disputes

e tc .

I t i s agreed tha t the Corpora t ion of or i t s Engineer or

Off icer sha l l not be l iable to pay any interes t or

damage with respect to any moneys or ba lance which

may be in i t s or i t s Engineer’s or of f icer’s hands

owing to any dispute or di fference or c la im or mis-

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unders tanding between the Corpora t ion of or i t s

Engineer or Officer on the one hand and the Contrac tor

on the other , or wi th respect to any delay on the part

of the Corpora tion of Navi Mumabi or i t s Engineer or

Off icers in making periodica l or f ina l payments or in

any other respect whatever.

Payment to the Contrac tor of the amount due under

each of the inter im payment cer t if ica te issued by the

Engineer sha l l be made by the Corpora t ion within 45

(Forty Five) days i f such cert if ica te be ing del ivered.

I f the Corpora tion makes la te payment, the Contrac tor

is to be pa id interes t on the la te payment in the next

payment. Interes t sha l l be ca lcula ted f rom the da te by

which the payment should have been made upto the

da te when the la te payment is made a t 6% per annum.

I t i s a te rm under this contrac t that payment of interest

in excess of 6% is barred on any amount payable to the

Contractor on any account.

I t i s d is t inc tly unders tood and agreed between the

part ies here to tha t payment for Work already executed

by the Contrac tor is not a condi t ion precedent under

this contrac t for the execut ion of the remaining Work.

228. Jurisdic t ion In case of any c laim, dispute or dif ference ar is ing in

respect of a contrac t , the cause of ac t ion thereof shal l

be deemed to have ar isen in Navi Mumbai and a l l legal

proceedings in respect of any such cla im, dispute or

di fference shal l be ins t i tuted in a competent court in

the City of Navi Mumbai only.

229. Final i ty of

Decision and

Non-

Arbi t rabi l i ty

SETTLEMENT Of DISPUTES

If a dispute / disputes of any kind whatsoever ar ises

be tween the Contractor and Engineers representa t ive

the same shal l be referred to the Engineer for his

dec is ion with de tai led jus t if icat ion. Such reference

shal l be s ta ted tha t i t is inpersunce to this c lause for

review and giving decis ions by the Engineers. The

Engineer sha l l give his dec is ion within 14 days of

rece ipt of not ice. If e i ther party is not sa t isf ied wi th

the decision of the Engineer or the Engineer fai ls to

give the decis ion within the period of 14 days f rom the

da te of rece ipt of not ice under this c lause, such a

dispute may be referred to Arbi t ra t ion as per Clause

No. 115.

230. Arbi t ra t ion Except where, otherwise provided for in this contrac t ,

a l l quest ions and disputes re la t ing to the meaning of

ins t ruc t ion hear in before ment ioned or as to any other

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quest ion, c la im, r ight , mat ter of handing whatsoever,

i f any ar is ing out of or re la t ing to this contrac t ,

specif ica t ion, es t imates, Ins t ruc t ions, orders or these

condi t ions or otherwise concerning the works, or the

execut ion or fa i lure to execute the same where ar ising

during the progress of the work or af te r comple t ion or

abandonment thereof of any mat ter di rec t ly or

indirect ly connected with this agreement shal l be

referred to the sole Arbi t ra t ion of the Munic ipa l

Commissioner of Navi Mumbai Corpora tion, C.B.D. ,

Navi Mumbai and i f the Munic ipa l Commissioner is

unable or unwill ing to act as such, then the mat ter in

dispute shal l be referred to sole Arbi t rat ion or such

other person appointed by the Municipa l commissioner

who is wi l l ing to act as such Arbi t ra tor. In case, the

Arbi t ra tor so appointed is unable to ac t for any

reasons, the Munic ipa l Commissioner in the event of

such inabi l i ty, sha l l appoint another person to ac t as

Arbi t ra tor in accordance with the te rms of the

contrac t . Such person shal l be ent i t led to proceed with

the reference f rom the s ta te a t which i t was lef t by his

predecessors. I t i s a lso a te rm of this contrac t tha t no

person other than a person appointed by the Munic ipa l

Commissioner as aforesa id should ac t as an Arbi t ra tor.

As aforesa id the provis ions of the arbi tra t ion and

concil iat ion ac t 1996 or any sta tutory modif icat ion or

Reinactment there of and the rules made there under

and for the t ime being in force shal l apply to the

arbi t ra t ion proceedings under this clause.

231. Laws

Governing

The Contrac t–

This contrac t sha l l be governed by the Indian Laws for

the t ime being in force.

PART –VII

WORK COMPLETION & DEFECT LIABILITY

232. Clearance of

Si te on

Complet ion

Upon the issue of any Taking over cer t if ica te the

Contractor sha l l c lear away and remove f rom that part

of the s i te to which such Taking-over Cert i f icate

re la tes al l Contrac tor’s equipment, surplus materia ls ,

rubbish and temporary Works of every kind, and leave

such part of the s i te and Works c lean and in a

Workman l ike condi t ion to the sa t isfac t ion of the

Engineer . I f the Contrac tor does not c lear the s i te

wi thin 15 days al l mater ia l wi l l be conf isca ted and no

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compensation shal l be pa id and the s i te wi l l be c leared

a t r i sk and cost of the Contrac tor.

233. Submissions

of Final

Complet ion

Drawings.

On comple t ion of the Work, the Contrac tors shal l

furnish f ree of cost 1 se t of R.T.F. of f ina l comple t ion

drawings and 6 bound se ts of copies of drawings,

showing a l l the deta i ls checked and s igned by the

Engineer wi thin 2 months of comple t ion of Works. The

payment of f ina l bi l l sha l l be made to the Contrac tors

a f ter receipt of above se ts. In case the Contractor fa i ls

to submit the comple t ion drawings, a compensat ion a t

the ra te of Rs.5000/- per drawing shal l be recovered

f rom the f ina l bi l l s

234. Complet ion

Cert if ica te

(1) As soon as Work is comple ted, the Contrac tor sha l l

give not ice of such comple t ion to the Engineer and

within 28 (Twenty-e ight) days of rece ipt of

such not ice the Engineer sha l l inspect the Works and

shal l furnish the Contrac tor wi th a cer t if ica te of

comple t ion indica t ing (a) the date of comple t ion (b)

the defects to be rect i f ied by the Contrac tor, and/or (c)

i tems for which payment shal l be made a t reduced

ra tes.

When separa te periods of comple t ion have been

specif ied for i tems or groups of i tems, the Engineer

sha l l i ssue separa te comple t ion cert i f icates for such

i tems or groups of i tems. No cert if icate of complet ion

shal l be issued, nor the Works be considered to be

comple te t i l l the Contrac tor sha l l have removed f rom

the premises on which the Works has been executed,

a l l scaffolding, sheds and surplus materia ls , except

such as required for rec t if ica tion of defec ts, rubbish

and a ll huts and sani tary arrangements required for his

Workers on the s i te in connect ion with the execution

of Works as sha ll have been erec ted by the Contractor

or the Workmen and c leaned a ll d i r t f rom a ll parts

of bui lding(s) in, upon or about which the Work

has been executed or of which he may have had

possess ion for the purpose of execut ion thereof

and c leaned f loors, gut ters and dra ins , eased doors and

sashes, o i led and fas tenings , labeled the keys c learly

and handed them over to the Engineer or his

representa tive and made the whole premises f i t for

immedia te occupat ion or use to the sa tisfac tion of the

Engineer . If the Contrac tor sha l l fa i l to comply with

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any of the requirements of this Condi t ion as aforesa id,

on or before the da te of comple t ion of Works, the

Engineer may a t the expense of the Contrac tor fulf i l l

such requirements and dispose of a l l the surplus

materia l and rubbish e tc . as he thinks f i t and the

Contractor sha l l have no c la ims in respect of any such

materia l except for any sum actual ly rea l ised by the

sa le thereof less the cost of fulf i l l ing the requirements

and any other amount tha t may be due f rom the

Contractor . I f the expense of ful f i l l ing such

requirement is more than the amount rea l ises on such

disposal as aforesa id, the Contrac tor sha l l for thwith 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.

(d) 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

(e ) 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.

( f ) For the purpose of ascerta ining compensat ion for

de lay under Clause No. 88 in respect of any

period during which the Works are not comple ted the

re levant part sha l l be deemed to form a separa te i tem

or group, wi th da te of comple t ion as given in the

contrac t or as extended under Clause No.80 and actual

da te of comple tion as cer t if ied by the Engineer under

this condit ion.

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(3) If any part of the Work shal l have been

substant ia l ly comple ted and shal l have sat isfac tori ly

passed any f ina l test tha t may be prescribed under the

contrac t , the Engineer may issue a cer t if ica te of

comple t ion in respect of that part of the Works before

comple t ion of the whole Works and upon the issue of

such cert if ica tes, the Contrac tors sha ll be deemed to

have undertaken to comple te any outs tanding Works in

tha t part of the Works during the period of

maintenance.

235. Taking Over

of Work

Corpora t ion wil l take over the Work a t any s tage

whenever required in the interes t of publ ic by giving

10 days not ice to the Contrac tor.

236. Defects

Liabi l i ty

Period

The Contrac tor sha ll be responsible to make good and

remedy a t his own expense wi thin such period as

may be s t ipulated by the Engineer any defec ts which

may develop or be not iced before the expiry of the

period ment ioned in the Schedule `A ' here to f rom

cert if ied da te of comple t ion and int imat ion of which

has been sent to the Contrac tor wi thin 7 days of expiry

of the sa id period by le t te r sent by hand del ivery or by

regis tered post

237. Liabi l i ty for

Defects or

Imperfec tions

and

Rect if ica tion

Thereof

If i t sha l l appear to the Engineer or to his

representa tive a t any t ime during construc t ion

or reconstruc tion or during the defec ts‚ l iabi l i ty

period, that any Work has been executed with unsound,

imperfec t or unski l lful Workmanship or tha t any

materia l or a r t icle provided by the Contrac tor for

execut ion of thereof the Work is unsound or of a

qual i ty infer ior to tha t contrac ted for, or otherwise,

not in accordance with the Contrac t , or tha t any defec t ,

shrinkage or other faul ts have appeared in the Work

ar is ing out of defec tive or improper materia ls or

Workmanship, the Contrac tor sha l l , upon rece ipt

of not ice in wri t ing in tha t behalf f rom the Engineer

for thwith rec t ify or remove or reconstruc t the Work so

specif ied in whole or part , as the case may require or,

as the case may be, and / or remove the materia ls or

a r t icles so specif ied and provide other proper and

sui table materia ls or a r t icles a t h is own expense

notwithstanding that the same may have been

inadvertent ly passed, cer t if ied and paid for , and in the

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event of his fa i l ing to do so wi thin the period to be

specif ied by the Engineer in his not ice aforesa id the

Engineer may rec t ify or remove and re-execute

the Work and/or remove and replace with others the

materia ls or a r t icles compla ined of , as the case may

be, by other means a t the r isk and cost of the

Contractor .

In case of repairs and maintenance Work, splashes and

droppings f rom whitewashing, pa inting e tc . sha ll be

removed and surfaces c leaned s imultaneously wi th

comple t ion of these i tems of Work in individual

rooms, quarters or premises e tc . where the Work is

done, wi thout wai t ing for comple t ion of al l o ther i tems

of Work in the contrac t . In case the Contrac tor fai ls to

comply with requirement of this condi t ion, the

Engineer sha l l have the r ight to ge t the Work done by

other means a t the r isk and cost of the Contractor .

The Engineer sha ll give three days not ice in wri t ing to

the Contrac tor before taking such ac t 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 penalty as the Engineer may impose for

such wrongful conduct of the Contrac tor (which

penalty, the Engineer sha l l be competent to impose and

against the imposi t ion of which or the amount thereof

by the Engineer an appeal sha ll l ie only to the

Commissioner wi thin seven days of the order in tha t

behalf of the Engineer and the decis ions of the

Commissioner shall be f ina l and binding upon the

Contractor) may be deducted f rom any money due or to

become due to the Contractor , under this or any other

contrac t be tween the Contrac tor and the Corpora tion.

238. Maintenance The Contrac tor sha ll mainta in the f inished surface of

the road for a period as specif ied in Contract

document, af te r the comple t ion of Work without any

extra cost to corpora t ion i rrespect ive of the designs ,

s tandards and specif icat ions and ac tua l t ra ff ic e tc .

The Contrac tor shal l ge t the potholes f i l led up with

asphal t mix materia ls and keep the road surface in

good condi t ion throughout the year . 5 percent amount

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of the tota l Work done shal l be wi th he ld f rom

running account bi l l for the period specif ied in the

Contract document f rom the da te of comple t ion of

Work as maintenance charges of mainta ining and

keeping the road in good condi t ion. This 5 percent

amount wi thheld towards maintenance charges shal l

be a l lowed to be replaced with Bank guarantee or

other recognised forms a t in termedia te s tage, i f so,

desi red in wri t ing. This maintenance charges shal l be

in addi t ion to securi ty deposi t .

On comple t ion of the Work in a l l respects, necessary

cert if icates wil l be issued by the Engineer and the

defec t l iabi l i ty period wil l be counted from the da te of

i ssue of such cert i f ica tes

Al l damages during execut ion shall be made good by

the Contrac tor a t h is cost . He wil l be responsible for

any damage to the road surface inc luding B.T. surface

in ra iny season and during construc t ion and

guaranteed maintenance period and no separate

payment wi l l be made for resort ing such damages.

Defect ive Work is l iable to be rejected a t any s tage.

The Contrac tor on no account can refuse to rec ti fy

defec ts mere ly on reasons that fur ther Work has been

carr ied out. No extra payments shall be made for such

rec t if icat ion.

239. Defects

Liabi l i ty

Cert if ica te

The Contrac t sha l l not be considered as comple ted

unt i l a Defects Liabi l i ty Cert if ica te shal l have been

s igned by the Engineer and delivered to the

Contractor , s ta t ing the da te on which the Contrac tor

sha l l have comple ted his obl iga t ions to execute and

comple te the Works and remedy any defec ts there in to

the Engineer’s sa t isfac tion. The Defects Liabi l i ty

Cert if ica te shal l be given by the Engineer wi thin 28

days af ter the expira t ion of the la tes t such period, or

as soon thereafter as any Works ins t ruc ted, pursuant to

Clauses 121 and have been comple ted to the

sa t isfac tion of the Engineer , Provided tha t the issue of

the Defec ts Liabil i ty Cert i f ica te shal l not be a

condi t ion precedent to payment to the Contractor of

the Retent ion Money.

240. Unfulf i l led

Obl iga t ions

Notwithstanding the issue of the Defec ts Liabi l i ty

Cert if ica te the Contrac tor and the Corpora t ion shal l

remain l iable for the fulf i l lment of any obl iga t ion

incurred under the provis ions of the Contrac t pr ior

to the issue of the Defec ts Liabil i ty Cert if ica te is

i ssued and, for the purposes of de termining the

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na ture and extent of any such obl iga t ion, the

Contract sha ll be deemed to remain in force between

the part ies to the Contract . Notwithstanding the

issue of the Defec ts Liabi l i ty Cert i f ica te the

Contractor and the Corpora t ion shal l remain l iable

for the fulf i l lment of any obl iga t ion incurred under

the provis ions of the Contract pr ior to the issue of

the Defec ts Liabil i ty Cert i f ica te is i ssued and, for

the purposes of de termining the na ture and extent of

any such obl iga t ion, the Contrac t sha l l be deemed to

remain in force be tween the part ies to the Contrac t .

241. Refund of

Securi ty

Deposi t

The amount of securi ty deposi t lodged by a

Contractor sha ll be refunded along with the payment

of the f ina l bi l l , or a f te r the expiry of the defect

l iabi l i ty period which ever is la ter unless the

Engineer is of the opinion tha t in order to safeguard

against defec ts and pending c la ims against the

Contractor i t i s necessary to re ta in more amount

re ta ined as re tent ion money.

ANNEXURE ‘A’

(See Condition 24)

Safety Provisions

6. 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).

7. 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.

8. 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.

9. 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.

10. 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

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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

(d) all roads and open areas adjacent to the work site shall either be closed or suitably protected.

(e) 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,

(f) 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.

(h) Workers employed on mixing asphaltic materials, cement and lime mortars/concrete shall be

provided with protective footwear, handgloves and goggles.

(i) Those engaged in handling any material which is injurious to eyes shall be provided with

protective goggles.

(j) Those engaged in welding works shall be provided with welder’s protective eye-shields.

(k) Stone breakers shall be provided with protective goggles and protective clothing and seated at

sufficiently safe intervals.

(l) 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.

(m) 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;

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(n) No paint containing lead or lead products shall be used except in the form of paste or ready made

paint.

(iii)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.

(iv) 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 strength,and 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, 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.

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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.

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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:-

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ANNEXURE ‘C’

Eò®úÉ®úxÉɨÉÉ {ÉjÉ (°ü. 100/- SªÉÉ º]õì {É {Éä{É®ú´É®ú)

xÉ´ÉÒ ¨ÉÖƤÉ<Ç ¨É½þÉxÉMÉ®ú{ÉÉʱÉEäòSÉä ´ÉiÉÒxÉä ¶É½þ®ú +ʦɪÉÆiÉÉ / EòɪÉÇEòÉ®úÒ +ʦɪÉÆiÉÉ xÉ´ÉÒ ¨ÉÖƤÉ<Ç ¨É½þÉxÉMÉ®ú{ÉÉʱÉEòÉ, xÉ´ÉÒ ¨ÉÖƤÉ<Ç. ---------------------------------------- ---------------------------------------- ---------------------------------------- Eò®úÉ®ú ʱɽÖþþxÉ näùhÉÉ®ú

EòÉ®úhÉä Eò®úÉ®úxÉɨÉÉ Ê±É½ÚþxÉ näùiÉÉä EòÒ, xÉ´ÉÒ ¨ÉÖƤÉ<Ç ¨É½þÉxÉMÉ®ú{ÉÉʱÉEòÉ ºlÉɪÉÒ ºÉʨÉiÉÒxÉä ö®úÉ´É Gò. ----------------

------------- ÊnùxÉÉÆEò / / 2009 +x´ÉªÉä -----------------------------------------------

----------------------------- EòɨÉÉSÉÒ ÊxÉÊ´ÉnùÉ ¨ÉÆVÉÚ®ú ZÉɱÉÒ +ɽäþ.

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iªÉÉ|ɨÉÉhÉä +ɨ½þÒ ´É®úÒ±É Ê`öEòÉhÉÒ {ÉÖføÒ±É ¶ÉiÉÔ´É®ú ¤ÉÉÆvÉÒ±É +ɽþÉäiÉ.

1. EÆòjÉÉ]õnùÉ®úÉxÉä ¤ÉÄEò MÉì®Æú]õÒSªÉÉ º´É°ü{ÉÉiÉ +xÉɨÉiÉ ®úCEò¨É ¨½þhÉÚxÉ EÆòjÉÉ]õ ®úCEò¨ÉäSªÉÉ 2 ]õCEäò

¤ÉÄEäòiÉ `äö ÉhÉä +ɴɶªÉEò +ɽäþ. =´ÉÇÊ®úiÉ +xÉɨÉiÉ ®úCEò¨É näùªÉ ʤɱÉÉiÉÚxÉ 2 ]õCEäò nù®úÉxÉä ´ÉVÉÉ

Eò®úhÉäSÉÒ +ɽäþ.

2. VÉxÉ®ú±É ]åõb÷®ú xÉÉä]õÒºÉ "¶ÉÖvnùÒ{ÉjÉɺɽþ' ÊxÉÊ´ÉnùÉEòÉ®úÉÆxÉÉ ºÉÖSÉxÉÉ ºÉ´ÉÇ +]õÒ ºÉÉvÉÉ®úhÉ +]õÒ,

°ü{É®äú¹ÉÉ iÉ{ɶÉÒ±É, ÊxÉÊ´ÉnùÉ nùºiÉBä´ÉVÉ ´É κ´ÉEÞòiÉÒ {ÉjÉ xÉÆ. ---------------------

Ênù. / /2009 ½äþ ºÉ´ÉÇ Eò®úÉ®úÉSÉä EòÉMÉnù{ÉjÉ +ºÉiÉÒ±É.

3. EÆòjÉÉ]õnùÉ®úÉxÉä +É{ɱÉä EòÉ¨É ÊxÉvÉÉÇ®úÒiÉ ´Éä³äýiÉSÉ Eäò±Éä {ÉÉʽþVÉä.

4. ¨É½þÉ{ÉÉʱÉEòÉ EÆòjÉÉ]õnùÉ®úÉxÉä |ÉiªÉIÉ Eäò±É䱪ÉÉ EòɨÉÉSÉÒä ®úCEò¨É ¶Éäb÷¬Ú±É ®äú]õ / EòÉä]äõb÷

{ɺÉç]äõVÉ|ɨÉÉhÉä EÆòjÉÉ]õnùÉ®úÉºÉ näù<DZÉ.

5. ¨É½þÉ{ÉÉʱÉEäòxÉä VÉ®ú EÆòjÉÉ]õnùÉ®úÉºÉ EòÉähÉiÉÒ½þÒ ºÉä´ÉÉ Ênù±ªÉÉºÉ iªÉÉSÉÒ ®úCEò¨É EÆòjÉÉ]õnùÉ®úÉxÉä

¨É½þÉ{ÉÉʱÉEäòºÉ näùhÉä MÉ®úVÉäSÉä +ɽäþ.

6. ºÉnù®ú EòɨÉÉSªÉÉ ºÉÆnù¦ÉÉÇiÉ BJÉÉtÉ ´Éä³äýºÉ Ê´É´ÉÉnù ÊxɨÉÉÇhÉ ZÉɱªÉÉºÉ iÉÉä Ê´É´ÉÉnù `öÉhÉä / ¨ÉÖƤÉ<Ç

xªÉɪÉɱɪÉÉÆSªÉÉ ½þqùÒiÉ iªÉÉSÉÉ ÊxÉ´ÉÉb÷É ½þÉä<DZÉ.

´É®úÒ±É ºÉ´ÉÇ ÊxÉªÉ¨É ´É +]õÒ +ɨ½þÒ EòɳýVÉÒ{ÉÚ´ÉÇEò ´ÉÉSɱªÉÉ +ºÉÚxÉ iªÉÉ +ɨ½þɱÉÉ {ÉÚhÉÇ{ÉhÉä

¨ÉÉxªÉ ´É ¤ÉÆvÉxÉEòÉ®úEò +ɽäþiÉ. ½þÉ Eò®úÉ®úxÉɨÉÉ ¨ÉÒ ®úÉVÉÒJÉÖ¶ÉÒxÉä ʱɽÚþxÉ Ênù±ÉÉ +ɽäþ.

Ê`öEòÉhÉ :- ºÉÒ. ¤ÉÒ. b÷Ò., ¤Éä±ÉÉ{ÉÚ®ú, xÉ´ÉÒ ¨ÉÖƤÉ<Ç - 400 614.

ÊnùxÉÉÆEò :- / /2009.

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ºÉÉIÉÒnùÉ®ú Eò®úÉ®úxÉɨÉÉ Ê±É½ÚþxÉ näùhÉÉ®ú

1. º´ÉÉIÉ®úÒ : º´ÉÉIÉ®úÒ (EÆòjÉÉ]õnùÉ®ú)

xÉÉ´É : ----------------------------------- xÉÉÆ É : ---------------------

{ÉkÉÉ : ---------------------------------- {ÉkÉÉ : ---------------------

2. º´ÉÉIÉ®úÒ : ®ú¤É®úÒ Ê¶ÉCEòÉ

xÉÉ´É : -----------------------------------

{ÉkÉÉ : ----------------------------------

¨ÉxÉ{ÉÉ º´ÉÉIÉ®úÒ :

ºÉɨÉÉxªÉ ¨ÉÖpùÉ. {ÉnùxÉÉ¨É :

------------------------------ xÉ´ÉÒ ¨ÉÖƤÉ<Ç ¨É½þÉxÉMÉ®ú{ÉÉʱÉEòÉ.

ºlÉɪÉÒ ºÉʨÉiÉÒSªÉÉ JÉɱÉÒ±É nùÉäxÉ ºÉnùºªÉÉƺɨÉIÉ ºÉɨÉÉxªÉ ¨ÉÖpùÉ =¨É]õÊ´ÉhªÉÉiÉ +ɱÉÒ +ɽäþ.

1. xÉÉÆ É : ----------------------------------- 1. º´ÉÉIÉ®úÒ : ---------------

2. xÉÉÆ É : ----------------------------------- 2. º´ÉÉIÉ®úÒ : ---------------

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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.

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FOR AND ON BEHALF OF M/S._____________________________________

__________________________________________________________________

Place :- __________________

Date :- __________________

S E A L

Notary, Maharashtra State BEFORE ME

Notary, Maharashtra State

Noted and Registered at _________________________________

Serial Number

_______________________________

For & on Behalf of Corporation.

Accepted By.

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