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CIDCO OF MAHARASHTRA LIMITED . Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13 CITY & INDUSTRIAL DEVELOPMENT CORPORATION OF MAHARASHTRA LIMITED Name of Work : Providing erosion control measures to the side slopes of the embankment of the Coastal Road from NH-4B near Navghar to Sector-63 at Dronagiri Node, Navi Mumbai. C.A. No. : 01/CIDCO/EE(SP)/2012-13 Due On : 20/12/2012 on website cidco.maharashtra.etenders.in Price : Rs.10,000/- (Rupees Ten Thousand only) (Non refundable) : OFFICE : CHIEF ENGINEER (SPECIAL PROJECTS) CIDCO of Maharashtra Limited, 6 th Floor, CIDCO Bhavan, CBD-Belapur, Navi Mumbai. Maharashtra, Pin – 400 614. Tel No. 67918602

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CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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CITY & INDUSTRIAL DEVELOPMENT CORPORATION OF

MAHARASHTRA LIMITED

Name of Work : Providing erosion control measures to the side slopes of the

embankment of the Coastal Road from NH-4B near Navghar to

Sector-63 at Dronagiri Node, Navi Mumbai.

C.A. No. : 01/CIDCO/EE(SP)/2012-13

Due On : 20/12/2012 on website

cidco.maharashtra.etenders.in

Price : Rs.10,000/- (Rupees Ten Thousand only)

(Non refundable)

: OFFICE :

CHIEF ENGINEER (SPECIAL PROJECTS) CIDCO of Maharashtra Limited,

6th Floor, CIDCO Bhavan, CBD-Belapur, Navi Mumbai. Maharashtra, Pin – 400 614.

Tel No. 67918602

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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Name of Work : Providing erosion control measures to the side slopes of the embankment of the Coastal Road from NH-4B near Navghar to Sector-63 at Dronagiri Node, Navi Mumbai.

INDEX Sr. No. Description Sl. Pg. No.

1. Index 1 2

2. Tender Notice & Tendering Programme 3 9

3. Disclaimer 10 11

4. Introduction of The Project 12 14

5. Notice of Tender & Instructions to the Tenderers 15 24

6. Undertaking by the Tenderer while submission of Tender 25 27

7. Bid Evaluation 28 33

8. Proforma of :

a) Bank Guarantee in Lieu of E.M.D. 34 37

b) Bank Guarantee in Lieu of Contract Deposit 38 41

c) Contract Agreement 42 45

d) Indenture Bond for Secured Advance 46 50

e) Promissory Note for Secured Advance 51 51

f) Affidavit For Preservation of Mangroves 52 53

g) Agreeing to G.C.C. 54 54

h) Indemnity Bond for Performance Guarantee 55 56

9. General Conditions of Contract 57 172

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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Sr. No.

Description Sl. Pg. No.

10. Special Conditions of Contract 173 195

11. Notes & Preambles to Schedule of Rates & Quantities

(Schedule “A”)

196 201

12. Schedule “A” (Bill of Quantities) 202 207

13. Annexure “A” 208 209

14. Schedule “B” 210 210

15. Particular Specifications 211 250

16. Special Note 251 251

17. List of Approved Makes / Brands of Materials 252 252

18. List of Drawings 253 253

19. Drawings 254 256

20. Corrigendum (if any) ---

Signature of Tenderer

Date :

Chief Engineer (Special Projects)

Date :

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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TENDER NOTICE XEROX COPY OF TENDER NOTICE PUBLISHED IN DAILY

MARATHI NEWSPAPER

“MUMBAI TARUN BHARAT ” DATED 20th November, 2012.

“PRAHAR ” DATED 20th November, 2012.

“VARTAHAR” DATED 20th November, 2012.

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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TENDER NOTICE

CIDCO of Maharashtra Limited through the process of e-tendering invites “ON

LINE” item rate percentage tenders from the reputed experienced prospective

bidders, registered with CIDCO Ltd., Maharashtra State PWD, CPWD, MJP,

MIDC, MCGM in appropriate class, who have completed work of similar nature

for the work mentioned below:

Sr.

No. Description Details

1. Name of Work Providing erosion control measures to the side slopes of the embankment of the Coastal Road from NH-4B near Navghar to Sector - 63 at Dronagiri Node, Navi Mumbai.

2. C.A. No. 01/CIDCO/EE(SP)/2012-13

3. Estimated Cost ` 2,31,38,274.00

4. E.M.D. ` 2,31,400.00

5. Registration Class Class – III & above of CIDCO LTD. or Eqvivalent.

6. Completion Period 12 (Twelve) Months (including Monsoon)

7. Cost of Blank Tender Document

Rs. 10,000.00 (Non-Refundable)

Tender Document along with Tendering Programme will be available on the website

cidco.maharashtra.etenders.in from 21/11/2012 at 17.01 hrs.

Chief Engineer (SP) CIDCO Limited.

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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TENDER NOTICE CIDCO of Maharashtra Limited through the process of e-tendering invites “ON

LINE” item rate percentage tenders from the reputed experienced prospective

bidders, registered with CIDCO Ltd., Maharashtra State PWD, CPWD, MJP, MIDC,

MCGM in appropriate class, who have completed work of similar nature for the

work mentioned below:

Sr.

No. Description Details

1. Name of Work Providing erosion control measures to the side slopes of the embankment of the Coastal Road from NH-4B near Navghar to Sector - 63 at Dronagiri Node, Navi Mumbai.

2. C.A. No. 01/CIDCO/EE(SP)/2012-13

3. Estimated Cost ` 2,31,38,274.00

4. E.M.D. ` 2,31,400.00

5. Registration Class Class – III & above of CIDCO LTD. or Equivalent.

6. Completion Period 12 (Twelve) Months (including Monsoon)

7. Cost of Blank Tender Document

` 10,000.00 (Non-Refundable)

ELIGIBILITY CRITERIA

1) Pre-qualification “On-Line” submission shall be accompanied by attested

copies of:

a) Valid Registration Certificate.

b) Sales Tax Certificate (MVAT).

c) Income Tax Permanent Account Number.

2) Experience of having successfully completed works during the last 5 (Five) years

ending last day of the month previous to the one in which applications are

invited.

(a) One similar completed work of costing not less than the amount equal

to 50% of the estimated cost;

OR

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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(b) Two best similar completed works adding to a total cost of minimum

80% of the estimated cost of proposed work;

OR

(c) Three best similar completed works adding to a total cost of minimum

90% of the estimated cost of proposed work.

3) Joint Venture/Consortium are not permitted.

4) Financial Criteria: The Prospective Bidders will be qualified only if they have

minimum financial capabilities as below:-

i) Working Capital (Current Assets – Current Liabilities): Working Capital (Net

Cash Flow) of the Prospective Bidders during last audited financial years

should be greater than Rs. 57.85 Lacs.

ii) Profitability: Profit after Tax should be Positive FOR “Two Years” out of last

three consecutive financial years: such that it should be positive for

immediate last financial year and one year out of two previous years.

iii) Net Worth: Net worth of Prospective Bidder during last audited financial year

should be greater than Rs. 23.14 lacs.

iv) Average Annual Turnover: The average annual turnover of last three

financial years should be equal to or greater than Rs. 173.54 lacs.

Notes:

i) Turn over will be considered for main bidder and not for the Group

Company or Subsidiary Company for all members of consortium put

together.

ii) The value of works shall be brought to current costing level by enhancing the

executed value of work at simple rate of 7% per annum.

iii) The information regarding Financial Criteria and Average Annual Turn over

certified by Chartered Accountant will be only considered.

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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5) Bid Capacity Criteria:

The Prospective Bidder will be qualified only if their available bid capacity is

more than the Estimated Cost of the work as per notice inviting Tender. The

available bid capacity will be calculated base on the following formula:

Available Bid capacity= (2 x A x N) - B

where,

A = Average Annual Turn Over for last three financial years.

N = No. of years prescribed for completion of the work.

B = Value of existing commitments and on going works to be completed

during the period of completion of work.

Notes :

1) For Pre-qualification on-line submission shall be accompanied by attested

copies of Registration, valid Bank solvency certificate, sales tax certificate

(MVAT), Income Tax Permanent Account No., list of technical staff, list of

plant, machinery and equipments, list of works & it’s magnitude executed in

last Five years along with work completion certificates, list of works in hand.

The applicant should also produce original documents for verification if

called for. Failure to attach necessary documents with application will render

applicant ineligible for purchase / downloading of blank tender without any

intimation.

2) Right to issue tender documents is reserved with CIDCO. CIDCO reserves

right to reject any or all tenders without assigning any reason and the same

shall be at the entire discretion of CIDCO. CIDCO’s decision in this respect

shall be final and binding.

3) Conditional tenders shall be summarily rejected.

4) The offer shall remain valid for a period of one hundred twenty (120) days

from the date of submission of tender.

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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5) The agencies eligible on the basis of CIDCO’s registration & having fixed

EMD with CIDCO will have to enclose the valid EMD exemption certificate in

appropriate amount issued by CIDCO. In case the agency who have fixed

EMD for an amount less than required EMD, will have to pay the balance

amount of EMD. In remaining cases the eligible contractor has to pay full

EMD, as prescribed in the Tender Document.

6) Tender price money of ` 10,000/- (non-refundable) will be accepted by

Demand Draft only, drawn in favour of “CIDCO LTD”, payable at Navi

Mumbai and copy of the receipt shall be uploaded before purchase of

tender.

7) For further details regarding the above, contact Executive Engineer (SP),

CIDCO Ltd., F-202A, 2nd Floor, Deck level, Tower No.1, Belapur Rly. Station

Complex, Sector –11, C.B.D. Belapur, Navi Mumbai-400614.Tel. No. : 022-

27570517.

8) For any details regarding e-Tendering system in CIDCO, please contact

service provider M/s. Sify NexTenders (India) Pvt. Ltd., Yuchit, Juhu Tara

Road, Mumbai- 400 049, Tele. No.: 022-2661 1117 or Mob. No.:

9819139090, 987020952, 9867804847, website – www.nextenders.com.

9) Tenderers are required to pay charges to the service provider M/s. Sify Nex

Tenders (India) Pvt. Ltd., for uploading the prequalification documents and

also for uploading the main tender documents if pre-qualified, etc.

Chief Engineer (SP)

CIDCO Limited.

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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TENDERING PROGRAMME

Name of Work : Providing erosion control measures to the side slopes of the embankment of the Coastal Road from NH-4B near Navghar to Sector - 63 at Dronagiri Node, Navi Mumbai.

C.A.NO. 01/CIDCO/EE(SP)/2012-13

Sr. No.

CIDCO Stage Vendor Stage Start Date & Time

(dd.mm.yy/ hh:mm)

Expiry Date & Time

(dd.mm.yy/ hh:mm)

1 Main Tender Preparation & Release

19.11.2012/ 10.01 Hrs.

21.11.2012/ 17.00 Hrs.

2 Main Tender Document Purchase & Download

21.11.2012/ 17.01 Hrs.

05.12.2012/ 17.00 Hrs.

Date of Receipt of Queries from Bidders

05.12.2012/ 17.01 Hrs.

10.12.2012/ 13.00 Hrs.

Reply to Queries 14.12.2012/ 17.00 Hrs.

3 Complete Technical Preparation for Handover & Main Tender Schedule ‘A’

14.12.2012/ 17.01 Hrs.

19.12.2012/ 13.00 Hrs.

4 Close New Entries (Technical)

19.12.2012/ 13.01 Hrs.

20.12.2012/ 18.00 Hrs.

5 Close New Entries (Financial)

19.12.2012/ 13.01 Hrs.

20.12.2012/ 18.00 Hrs.

6 Handover the Prepared Documents

20.12.2012/ 18.01 Hrs.

24.12.2012/ 15.00 Hrs.

7 Opening & scrutiny Original Documents

24.12.2012/ 15.01 Hrs.

03.01.2013/ 17.00 Hrs.

8 Financial Bid Opening 03.01.2013/ 17.01 Hrs.

04.01.2013/ 17.00 Hrs.

1) Submission of original Demand Draft towards cost of tender document, original EMD documents (Demand Draft / Bank Guarantee) and undertaking for submission of tender on 21.12.2012 during office hours in the office of Executive Engineer (SP), CIDCO Ltd., 2nd Floor, Deck Level, Tower No.1, Belapur Rly. Station Complex, Sector –11, C.B.D. Belapur, Navi Mumbai-400614. Tel. 022-27570517, Office Hours – 9:30 Hrs. to 13.00 Hrs. and 13:45Hrs. to 17.30 Hrs.

2) Tenderer may attend financial bid opening as mentioned above. No separate intimation will be given regarding tender opening.

3) Online pre-tender queries should be uploaded on e-mail I.D. [email protected] and the reply to these queries will be given as per time mentioned in Tendering Programme.

Chief Engineer (SP) CIDCO Limited.

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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Bid for: Providing erosion control measures to the side slopes of the

embankment of the Coastal Road from NH-4B near Navghar to

Sector - 63 at Dronagiri Node, Navi Mumbai.

DISCLAIMER The document is not transferable and even though City and Industrial

Development Corporation of Maharashtra Limited (CIDCO Ltd.) has taken

adequate care in the preparation of the bid document, the bidder should satisfy

himself that it is complete in all respects.

Neither CIDCO Ltd., nor its employees, consultants, advisors accept any liability

or responsibility for the accuracy or completeness of, nor make any

representation or warranty – express or implied, with respect to the information

contained in the bid document, or on which the bid document is based, or any

other information or representations supplied or made in connection with the

Selection Process.

The bid document does not address concerns relating to diverse investment

objectives, financial situation and particular needs of each party. The bid

document is not intended to provide the basis for any investment decision and

each prospective Bidder must make its/their own independent assessment in

respect of various aspects of the techno-economic feasibilities of the Project. No

person has been authorized by CIDCO Ltd. to give any information or to make

any representation not contained in the bid document.

Nothing in the bid document is, or should be relied on, as a promise or

representation as to the future. In furnishing the bid document, neither CIDCO

Ltd., nor its employees, advisors undertake to provide the recipient with access to

any additional information or to update the bid document or to correct any

perceived inaccuracies therein.

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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CIDCO Ltd. or its authorized officers/representatives/advisors reserve the right,

without prior notice, to change the procedure for the identification of the

“Preferred Bidder” or terminate discussions and the delivery of information at

any time before the signing of any agreement for the Project, without assigning

reason thereof.

Neither CIDCO Ltd. nor its employees or consultants/advisors will have any

liability to any prospective Bidder or any other person under law, equity or

contract, or otherwise for any alleged loss, expense or damage which may arise

from or be incurred or suffered in connection with anything contained in the bid

document, any matter deemed to form part of the bid document, the award of

the Project, the project information and any other information supplied by or on

behalf of CIDCO Ltd. or their employees, advisors or otherwise arising in any

way from the selection process for the Project.

CIDCO Ltd. reserves the right to reject any or all of the Bids submitted in

response to the bid document at any stage without assigning any reasons

whatsoever. CIDCO Ltd. reserves the right to change any or all of the provisions

of the bid document. Such change will be intimated to all the Bidders.

CIDCO Ltd. reserves the right to change, modify, add to or alter the selection

process including inclusion of additional evaluation criteria. Any change in the

selection process shall be intimated to all Bidders.

Upon the receipt of this bid document the Bidder acknowledges the terms and

conditions of this bid document.

Signature of Tenderer

Date :

Chief Engineer (Special Projects)

Date :

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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Bid for: Providing erosion control measures to the side slopes of the

embankment of the Coastal Road from NH-4B near Navghar to

Sector - 63 at Dronagiri Node, Navi Mumbai.

INTRODUCTION

1.0 ABOUT NAVI MUMBAI PROJECT

1.1 The planning and development of Navi Mumbai, envisioned as

counter magnet to Mumbai has been undertaken by the City and

Industrial Development Corporation of Maharashtra Limited

(CIDCO Ltd.), a Government of Maharashtra leading public sector

enterprise. CIDCO Ltd. has successfully developed the virgin area

extending over 344 Sq. Km. under it, as self – contained nodes with

a judicious mix of different land uses required for catering to all

needs of a planned city. The nodes contain residential, commercial

areas as well as parks, open spaces, social facilities and public

utilities. There are 14 Nodes in Navi Mumbai.

2.0 ABOUT NAVI MUMBAI PROJECT

2.1 Dronagiri Node is situated in the South Node of Navi Mumbai and

has an area of 2650 Ha., is essentially planned & being developed

as a support the Jawaharlal Nehru Post Trust. There are 64 sector in

Dronagiri node. The Sector-1&2 earmarked as warehousing zone,

sectors 3 to 10 are earmarked for Port based industries, Sectors 11

to 14 are earmarked for commercial & residential & sectors from

15 to 64 are earmarked for residential and 12.5% scheme.

2.1.1 In April, 2000, Government of India (GOI) has introduced Special

Economic Zone (SEZ) policy in its Export Import (EXIM) policy to

promote foreign investment in India. CIDCO Ltd. having holding of

a sizeable land at Dronagiri, Ulwe & Kalamboli Nodes which are

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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also having a strategic location such as proximity to Mumbai –

India’s Financial & Commercial capital & large industrial areas at

Thane & Pune and well connected by wide roads, rail linkage and

India’s largest & most modern Sea Port-JNPT, offered GOI to

develop SEZ in Navi Mumbai on its 4277 Ha. of land.

2.1.2 Existing major arterial road from sector 1 to sector 10 in the

warehousing & port based industries is the 36.0 m wide road which

caters to very heavy vehicular traffic consisting of trailers,

containers, tankers etc. Similarly the road SH-54 leading to our

Mass Housing Scheme in Sector-30 & Uran is being used by the

residents of the Mass Housing Scheme.

2.2 Details of the Coastal Road Project :

CIDCO Ltd. has proposes to build the total length of the Coastal

road is of 8.30 km. out of which a 32.50m wide road for a length

of 5.40 km & a 27.00m wide road for a length 2.90 km (with a

right of way of 60m width) from NH-4B near Navghar to Sector-63

at near Chanje village Dronagir. This road will be a prime road in

Dronagiri Node like Palm Beach Marg from Vashi to Belapur. This

road will provide a direct access to the existing development,

proposed NMSEZ, JNPT and the CFS operators in various sectors at

Dronagiri Node and thus reduce the congestion of the existing

network. This road is a part of approved Navi Mumbai

Development plan (NMDP). This road will also provide an access to

the NH-17 (i.e. Mumbai-Goa) at the Kharpada Village.

2.3 Details of Present Work:

Present work involve erosion control measures to the side slopes of

the coastal road embankment for NH-4B near Navghar to Sector-

63 at Dronagiri Node, Navi Mumbai.

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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2.3 As an ancillary work to the coastal road CIDCO has now taken up

the work of Providing erosion control measures to the side slopes of the

embankment of the Coastal Road from NH-4B near Navghar to Sector -

63 at Dronagiri Node, Navi Mumbai.

Signature of Tenderer

Date :

Chief Engineer (Special Projects)

Date :

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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NOTICE OF TENDER AND INSTRUCTIONS TO TENDERERS

Name of Work : Providing erosion control measures to the side slopes of the

embankment of the Coastal Road from NH-4B near Navghar to

Sector-63 at Dronagiri Node, Navi Mumbai.

1.0 TENDER DOCUMENTS

The tender should attach scanned copies of attested documents in PDF

format for “ON-LINE” submission.

2.0 DOWNLOAD OF BLANK TENDER FORM

Contractors intending to download tender for the work shall first get

pre-qualified for the work by applying ON-LINE for prequalification

and attached all relevant documents required by the Employer. Only

those contractors short listed / pre-qualified shall be able to download

the tender document. The right to decide whether a contractor/firm

fulfils the requirements for download tender forms, rests entirely with

the Tender issuing authority of the Employer.

3.0 EARNEST MONEY

The tenderer shall deposit and keep deposited (for the period specified

hereafter) with CIDCO Ltd. a sum as shown in this tender notice as the

Earnest money. The Earnest Money shall be deposited in one of the

following forms.

(i) By Demand Draft in favour of CIDCO Ltd. Limited payable at

Mumbai.

(ii) By an irrevocable and unconditional Bank Guarantee executed by a

Nationalised/Scheduled Bank approved by CIDCO Ltd. located

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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either in Mumbai or in Navi Mumbai in the form prescribed and

valid for 180 days from the last date prescribed for submission of

tender.

E.M.D. in form of irrevocable, unconditional Bank Guarantee will be

accepted only if, E.M.D. amount payable is equal or more than

Rs. 1.00 Lac in the cases where Estimated Cost put to Tender is equal or

more than Rs. 100.00 Lacs.

FIXED EMD : The agencies who are eligible to quote the tenders based

on CIDCO Registration and availing the facility of EMD Exemption by

depositing requisite amount with CIDCO Ltd., are required to pay the

difference in amount of EMD fixed for the present tender and amount

already deposited with CIDCO Ltd., for availing the facility of EMD

exemption. The tenderer shall upload the same and also submit attested

copy of valid EMD exemption certificate issued by Executive Engineer(NM),

CIDCO Ltd. to the tender issuing authority prior to opening of financial

bids.

The tenderers who are eligible for issue of tender document on the basis

of registration other than CIDCO Ltd. registration, shall not be eligible for

availing the facility of EMD Exemption and shall pay full EMD amount.

Tenderers are required to submit the Tender Fee of Rs.10,000/- (Rupees

Ten Thousand Only) (Non-refundable) by way of separate demand draft

drawn in favour of “CIDCO Ltd.” payable at Mumbai / Navi Mumbai and

the same should necessarily be scanned and uploaded in PDF format for

downloading the on-line Tender Document.

The scanned copy of the valid E.M.D. documents of appropriate amount

in PDF format shall be uploaded along with submission of on-line tender.

Original Demand Draft towards cost of tender document, original EMD

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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documents (Demand draft/Bank Guarantee) and undertaking for

submission of tender shall be submitted in sealed envelope as prescribed

in tendering programme. Financial bid will not be opened till the above

documents are submitted. in no case the cost of tender document should

be clubbed with E.M.D. amount.

3.1 The failure or omission to deposit or keep deposited the Earnest Money

shall disqualify the tenderer for that tender.

3.2 No interest shall be payable by CIDCO in respect of such deposited

Earnest Money.

3.3 The Earnest Money of an unsuccessful tenderer shall be refunded after the

final decision on the tenders or on expiry of the validity period whichever

is earlier on presenting receipt thereof.

3.4 a) Invitation by CIDCO to submit the tender shall be a proposal and the

submission of a tender by the tenderer shall be an acceptance of such

proposal to win the contract. The tenderer shall not revoke his tender

or vary its terms and conditions without the consent of CIDCO during

the period of 120 days counted from the last day appointed by

CIDCO for submission of tenders. If the tenderer shall revoke 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 CIDCO without prejudice to its other rights and remedies.

Without prejudice to the foregoing clause, the tenderer shall be

disentitled to submit a tender to CIDCO for execution of any civil work

during the next 24 months effective from the date of such revocation

or variations of the terms and conditions of the tender.

b) The authorized signatory of the lowest tenderer shall duly sign with

their company seal on each page of the hard copy of the tender

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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documents prepared, within 7 (Seven) working days after issue of

Letter of Acceptance (LOA).

3.5 If CIDCO shall accept the tender and signify such acceptance to the

tenderer, the Earnest Money so deposited with CIDCO by Demand Draft

shall be appropriated towards Performance Security payable by the

contractor in accordance with Condition No. 10.1 of the General

Conditions of contract.

3.6 If the tenderer has deposited the Earnest Money by a Bank Guarantee

and he has been communicated the acceptance of his tender by CIDCO

and if he fails or omits to furnish the Contract Deposit within 15 days in

accordance with condition No.10.1.1 of the General Conditions of

contract, CIDCO shall be entitled to encash the Bank Guarantee.

3.7 In case of the successful tenderer, on payment of the required amount

of the Contract Deposit, the Earnest Money Deposited in the form of

Bank Guarantee/Demand Draft/pay order shall be refundable to the

tenderer in the event of CIDCO deciding the award of the contract.

3.8.1 The E.M.D. of the successful tenderers shall be forfeited if he

withdraws/revokes his offer or modifies/changes the same during the

validity of the tender, or if after the acceptance of his tender, the

contractor fails or neglects to furnish the balance Contract Deposit

within 15 days.

3.8.2 The E.M.D. of the successful tenderer shall be entitled for forfeiture if

he fails to execute contract agreement within 15 days from the date of

issue of Work Order.

3.8.3 The E.M.D. of the successful tenderer shall be entitled for forfeiture if

he fails to commence; the work within 30 days from the date of issue

of Letter of Acceptance.

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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3.8.4 The tenderers may also be dis-qualified for tendering for further works

in CIDCO as provided in foregoing Clause No. 3.4 on Sl. Pg No. 17.

4.0 INTERPRETATION OF CONDITIONS OF CONTRACT

The tenderer shall be deemed to have studied all plans, specifications,

terms & conditions of tender and visited the site of work and made

himself acquainted with the site conditions, availability of labour, basic

materials, water, electricity, approach road to site etc., before on-line

submission of tender, whether the tenderer inspect them or not.

The tenderer shall be deemed to have made independent enquiries

about probable taxes leviable by the local civic authority or the

Government. The ignorance about probable taxes to be paid either to

the local civic authority or to the government shall not be considered as

an excuse. The percentage quoted by tenderer shall be deemed to

include all the taxes, octroi, duties, royalties, etc. payable under the

rules to local civic authority, and / or Government / Statutory body.

On-line submission of Tender implies that tenderer has read these

conditions and other contract documents of the tender as well as the

conditions of the tender and as made himself aware of the same as

also about the condition and other factors having bearing on the

execution of the order.

In case of difference of opinion or dispute regarding the interpretation

of tender conditions, the interpretation of any of the conditions by

Chief Engineer (SP) of CIDCO Limited shall be final and binding on the

tenderer.

5.0 BLANK TENDER FORM :

Blank tender form will be downloaded from the website. Any other

additional information and/or clarification can be had from the

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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office of Chief Engineer (SP), 6th Floor, CIDCO Bhavan, CBD-Belapur,

Navi Mumbai on all working days during the office hours.

6.0 METHOD OF SUBMISSION OF TENDER :

The complete tenders submission, “ON-LINE” on the website

cidco.maharashtra.etenders.in can be made only after payment of

requisite fee through payment gateway of the service provider by

prequalified tenderers.

6.1 Tender should be submitted through website

http://cidco.maharashtra.etenders.in and ON-LINE only.

6.2 Late tender offers : Tender’s grievance/ complaint on account of non

submission of tender due to problem in internet, electricity or any other

reason will not be considered.

7.0 METHOD OF OPENING OF TENDER

On the time specified in the tender programme, the tender will be

opened in the presence of tenderers / their representative through

e-tendering procedure at SAP Room, 6th Floor, CIDCO Bhavan, CBD

Belapur, Navi Mumbai.

CIDCO reserves the right to reject any or all offers. CIDCO is not

bound to give any reason for not considering such offers.

8.0 VALIDITY OF TENDER

Validity of tender shall be 120 days from the specified date of receipt

of tender by CIDCO & there after until it is withdrawn by notice in

writing duly addressed to the authority opening the tender. Such

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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withdrawal by CIDCO will be effective from the date of receipt of

notice by the tender opening authority.

9.0 IMPORTANT POINTS TO BE NOTED BY THE TENDERER

a) The ON-LINE submission of tender document should be done on

website by the eligible contractors as per tender programme. The

tenderer has to quote only the percentage in figures. The

percentage in words as also the total quoted amount in figures is

worked out automatically on the web page.

b) The price-bid (percentage) shall be inclusive of all taxes, octroi,

levies duties etc. to be paid by the tenderer for the work and claim

for extra payment on any such account shall not be entertained.

c) Tenderer shall deemed to have studied all plans, specifications,

terms and made himself/themselves acquainted with the site and

availability etc. before submitting the tender.

d) At any time prior to the deadline for sale of tender, the Employer

may amend the tender documents by issuing Corrigendum.

e) Any corrigendum as well as clarification thus issued shall be a part

of the tender documents and it will be assumed that the information

contained in the amendment have been taken into account by the

tenderer while submitting the tender.

f) To give prospective tenderers reasonable time in which to take the

amendment into account in preparing their tenders, the Employer

shall extend, at its discretion, the deadline for submission of

tenders, in which case, the Employers will notify all tenderers by

placing it on website of the extended deadline and the same will be

binding on them.

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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g) The Employer is not bound to accept the lowest or any tender. The

Employer reserves the right to reject any or all tenders received

without assigning any reasons whatsoever.

h) This detailed tender notice shall form part of tender documents.

i) Income Tax as applicable on gross bill at percentage that will be in

force form time to time will be recovered from the contractor’s bills,

for all payment including advances.

j) The successful tenderer is required to execute an agreement on

stamp paper of appropriate value in duplicate in the proforma

attached with the tender documents. The agreement shall be signed

within a period of 30 days from date of acceptance of the tender.

10.0 ACCEPTANCE OF TENDER

Acceptance of tender on behalf of the Employer shall be done by an

officer to whom the powers are delegated by the Management.

11.0 EXECUTION OF CONTRACT AGREEMENT :

The successful tenderer is required to execute a contract agreement in

duplicate in the form attached with the tender documents on stamp

paper of proper value. The proper value at present is Rs. 100/-.

The contract agreement should be signed within 30 days from the date

of acceptance of the tender.

12.0 The successful tenderer will be required to produce to the satisfaction of

the Chief Engineer (North), a valid contract labour license issued in his

favour under the provision of the contract labour (Regulation and

Abolition) Act, 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.

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13.0 The Contractor shall pay the Contract Sales Tax and turnover tax etc.

directly to the Government. CIDCO shall not take any responsibility for

any kind of tax payment to the Government at any point of time.

13.1 Under Inter-state Migrant Workmen Act and/or Contract Labour Act,

the Contractor should obtain requisite license / registration Certificate

under the Act while engaging the migrant labour from other State.

14.0 Wherever the tender is silent about the specifications, the work shall be

executed as per the Standard Specifications from PWD, Indian

Standard Specifications (Latest Version) for relevant items and

specifications of the Ministry of Road Transport & Highways and all

specifications of materials and workmanship.

15.0 SPLITTING OF WORK

CIDCO Ltd. 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 Employer and also the right to award the work

to more than one agency is reserved. The contractor shall have no

claims whatsoever on this account.

16.0 SPARE CAPACITY OF WORK FOR TENDERING:

The tenderer shall be eligible to submit the tender to CIDCO Ltd.

subject to the essential condition that the price tendered by him

together with the value of the outstanding works under execution by

him for CIDCO Ltd.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.

16.1 The tenderer shall furnish truly & faithfully the foregoing information by

an Affidavit on a Non-Judicial stamp paper of Rs.100/-. If any

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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information so furnished shall be found to be untrue or false, the

tender shall be liable to be dis-qualified and the Earnest

Money/Performance Security as the case may be accompanying such

tender shall stand forfeited to CIDCO Ltd. If the information so

furnished shall be found to 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.

17.0 Notice of tender and these instructions shall form part of the contract.

Signature of Tenderer

Date :

Chief Engineer (Special Projects)

Date :

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UNDERTAKING BY THE TENDERER WHILE

SUBMISSION OF TENDER

Date :

From : ____________________________

____________________________

To,

Chief Engineer (Special Projects)

CIDCO of Maharashtra Limited,

6th Floor, CIDCO Bhavan,

CBD-Belapur, Navi Mumbai.

Maharashtra, Pin-400 614.

Name of Work : Providing erosion control measures to the side slopes of the

embankment of the Coastal Road from NH-4B near Navghar to

Sector-63 at Dronagiri Node, Navi Mumbai.

C.A. No. : 01/CIDCO/EE(SP)/2012-13

Sir, 1) I/We M/s. __________________________________________ hereby tender for

Providing erosion control measures to the side slopes of the embankment of

the Coastal Road from NH-4B near Navghar to Sector-63 at Dronagiri

Node, Navi Mumbai at a total cost which is quoted in the financial bid

ON-LINE at the rate contained in the aforesaid Schedule of rates and

quantities (Schedule - A) including adding to percentage the rate or

deducting the percentage therefrom in case of percentage tender.

2) I/We agree to execute this work at the above stated offer in accordance with

Design, Drawings, Specifications, Instructions/Directions, Special Conditions

of contract & general conditions of contract supplied by CIDCO which I/We

have read carefully and agree to abide by such conditions.

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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3) I/We agree to keep this tender offer open and available to you for

acceptance for a period of 120 (One Hundred and Twenty) days from the

last date appointed by CIDCO for submission of tender and further agree not

to revoke the tender or vary its terms and conditions. I/We agree to the

Employer that if I/we revoke the tender or vary its conditions at any time

during such period, the earnest money deposited by us in cash or by way of

bank guarantee shall stand forfeited to you without prejudice to Employers

other rights and remedies.

4) I/We have satisfied myself/ourselves as to the location of the site and working

conditions, examined the requirements of CIDCO, and have obtained all the

information necessary for the successful timely completion of the work.

5) I/We bind myself/ourselves to deposit the Contract Deposit by way of cash or

as per CIDCO rules, as prescribed in Clause 10.1.1 of General Conditions of

Contract and/or Special Conditions of Contract within 15 days after receiving

your notice that the contract has been awarded to me/us, failing which I/We

shall have no objection to the forfeiture of the earnest money in full, or also

the said earnest money shall be retained by the Employer towards the

Performance Security as specified in the conditions. I/We further bind

myself/ourselves to execute the contract document and to commence work

within stipulated period as mentioned in General Conditions of Contract,

failing which I/We agree to the Employer forfeiting the earnest money and

Performance Security. The said Employer shall also be at liberty to cancel the

notice of acceptance of tender if I/We fail to deposit the Performance Security

as specified or to execute an agreement or to start work as stipulated in the

tender documents.

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6) I/We hereby pay the Earnest Money of Rs.__________________________ in

the form of Demand Draft/Bank Guarantee No. ______________________

issued by ______________________________ for the said amount is attached.

7) I/we understand that you are not bound to accept the lowest tender or bound

to assign any reason for rejecting our tender.

8) I/We agree that the CIDCO shall without prejudice to any other right or

remedy, be at liberty to forfeit the said earnest money as per Clause No.3.8

of Notice of Tender & Instructions to Tenderers.

Yours faithfully, (Signature of Tenderer with seal of the firm)*

Signature of Witness

Date :

Name : ______________________

Address :_____________________

Occupation: _________________

* Power of attorney must be enclosed in case the tender is signed by the

authorized nominees.

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BID EVALUATION BID EVALUATION – SINGLE BID SYSTEM

4.1 STAGE –I: (PART I SUBMISSION) (BID SECURITY DEPOSIT)

4.1.1 To assist in the examination, evaluation and comparison of bids,

CIDCO Ltd. may utilize the services of consultant(s) or advisor(s).

4.1.2 The Part I Submission (Bid Security Deposit) of the bid would first be

checked for responsiveness with the requirements of the bid.

4.1.3 The evaluation of Stage – II would be taken up only after the

contents of the Part I Submission found to meet the requirements of

this bid. CIDCO Ltd. reserves the right to reject the bid of a bidder

without opening the Part II Submission if, in its opinion, the contents

of Part I Submission are not substantially responsive with the

requirements of this bid.

4.2 BID EVALUATION: STAGE II: (PART II SUBMISSION) 4.2.1 Part II Submission of all the bidders who pass the Stage I Evaluation

would be evaluated.

4.2.2 Part II Submission of all the bidders would be evaluated on the basis

of the evaluation criteria. The Financial bids of the bidders shall

consist of the amount to be paid by the CIDCO Ltd. to the bidder

stated as a percentage above/below the estimated cost put to the

bid by CIDCO Ltd. for the project, which shall be the bid parameter

for selection of the “Preferred bidder”.

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4.2.3 The Financial bids would be ranked in descending order of the

quoted amount by bidder with the bidder quoting the lowest quoted

amount being ranked first and the bidder quoting the second lowest

amount being ranked as second and so on.

4.2.4 The bidder quoting the “lowest amount” shall be declared as the

“preferred bidder”.

4.2.5 In the event that two or more bidders quote the same lowest

“Percentage” CIDCO Ltd. may:

a) Invite fresh financial bids from such bidders; with a condition

that “percentage” already quoted by them can be revised

only downward and upward revision in “Percentage” is not

permitted

OR b) Take any such measure as may be deemed fit in its sole

discretion, including annulment of the bidding process.

4.2.6 CIDCO Ltd. may either choose to accept the bid of the “Preferred

bidder” or invite it for negotiations.

4.2.7 Upon acceptance of the bid of the “Preferred Bidder” with or

without negotiations, CIDCO Ltd. shall declare the “Preferred

Bidder” as the “successful bidder”.

4.3 NOTIFICATIONS

CIDCO Ltd. will notify the successful bidder by facsimile and by a

letter (Letter of Acceptance) that its bid has been accepted.

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4.4 ADJUSTMENT OF ERRORS IN SCHEDULE OF RATE AND

QUANTITIES

The several documents forming the bid are to be taken as mutually

explanatory of one another, detailed drawings being followed is

preference to small scale drawings and figured dimensions in

preferred to scaled dimensions. The Bidder shall be deemed to have

calculated his own unit rates from the descriptions of items in

Schedule “A” and based on the drawings, specifications and other

information furnished to him and arrived at prices or rates inserted

by CIDCO Ltd. in the bid irrespective of any errors or inaccuracies

therein. The percentage to be inserted by the bidder above or below

the cost inserted by CIDCO Ltd. shall be derived by him from the

amount tendered by him as compared to the amount inserted by

CIDCO Ltd.

In the event of discrepancy between the sum quoted by the bidder

and the percentage quoted by him, the sum shall be treated as

binding and the percentage altered to agree with the sum. The bid

amount shall be deemed to include for the full and entire

completion of the works and the bidder shall have no claims on

account of any errors in the unit rates/prices inserted by CIDCO Ltd.

Any errors in description, quantity or rate in Schedule “A” or any

omission there from, shall not vitiate the contract or release the

successful bidder from the execution of the whole or any part of the

works comprised therein according to drawing and specifications or

from any of his obligations under the contract. Any error in quality,

rate or amount in Schedule “A” and General Summary shall be

adjusted in accordance with the following rules contained

hereinafter.

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a) In the event of discrepancy between description in words and

figures quoted by tendered, the description in words shall

prevail.

b) In the event of an error occurring in the amount column of

Schedule “A” as a result of wrong extension of unit rate and

quantity, the extension shall be amended on the basis of the

rate.

c) All errors in totaling on the amount column and in carrying

forward totals shall be corrected.

d) Any omission to include in the totals or to carry forward the

provisional sums shall be corrected.

e) The tendered sum so altered shall for the purpose of the bid

be substituted for sum originally tendered and considered for

acceptance instead of the original sum quoted by the Bidder.

Any rounding off of total various section of Schedule “A” or in

General Summary by the bidder shall be ignored.

f) In the event of discrepancy occurring between the rates

quoted below the item description and the rates taken for

working out amount as per given in Schedule “A”, the lowest

of the two rates are found in the bid for similar items, the

items will be paid for at the lowest rates quoted by the bidder.

4.5 CIDCO LTD’S RIGHT TO ACCEPT OR REJECT BID

4.5.1 CIDCO Ltd. reserves the right to accept or reject any or all of the

bids without assigning any reason and to take any measure as it

may deem fit, including annulment of the bidding process, at any

time prior to award of project, without liability or any obligation for

such acceptance, rejection or annulment.

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4.5.2 CIDCO Ltd. reserves the right to reject any bid if:

a) at any time, a material misrepresentation is made or

uncovered, or

b) the bidder does not respond promptly and thoroughly to

requests for supplemental information required for the

evaluation of the bid.

4.5.3 This would lead to the disqualification of the bidder. If such

disqualification/rejection occur after the financial bids have been

opened and the lowest bidder gets disqualified/rejected, then

CIDCO Ltd. reserves the right to:

a) Declare the bidder proposing the next lowest financial bid as

the “Preferred Bidder” and where warranted, invite such

bidder to equal or better the financial bid submitted by such

disqualified “Successful Bidder”, or

b) Take any such measure as may be deemed fit in the sole

discretion of CIDCO Ltd., including annulment of the bidding

process.

4.6 ACKNOWLEDGEMENT OF LETTER OF ACCEPTANCE (LOA) AND EXECUTION OF AGREEMENT

4.6.1 Within two (2) weeks from the date of issue of the LOA, the

Successful bidder shall send an acknowledgement agreeing to

comply with the conditions set out therein and for the execution the

Agreement.

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4.6.2 CIDCO Ltd. will promptly inform other bidders that their bids have

been unsuccessful and their bid security will be returned as promptly

as possible as, in any case not later than eight (8) weeks from the

date of announcement of the successful bidder.

4.7 CONTRACT DEPOSIT

4.7.1 As per G.C.C. Clause No.10.1.1 Pg. No.15 of G.C.C. printed

booklet.

4.7.2 Failure of the “Successful Bidder” to comply with the requirements of

Clause 4.7.1 shall constitute a sufficient grounds for the annulment

of the LoA, and forfeiture of the bid security. In such an event,

CIDCO Ltd. reserves the right to

a) Either invite the next best bidder for negotiations OR

b) Take any such measure as may be deemed fit in the sole

discretion of CIDCO Ltd., including annulment of the bidding

process.

Signature of Tenderer

Date :

Chief Engineer (Special Projects)

Date :

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PROFORMA OF BANK GUARANTEE FOR EMD

(Valid for Min. period of 6 months) (On stamp paper of Appropriate Value)

To:

The City and Industrial Development Corporation of Maharashtra Limited, ‘Nirmal’, 2nd floor, Nariman Point, Mumbai - 400 021.

1. In consideration of City & Industrial Development Corporation of Maharashtra

Limited, a Company incorporated under the Companies Act, 1956 (I of 56)

and having its registered office at ‘Nirmal’, 2nd floor, Nariman Point,

Mumbai 400 021 (hereinafter called the “Employer” which expression shall

unless repugnant to the subject and context on meaning thereof include its

successors and assigns) having invited tenders in connection with Contract

No. __________________________ dated __________ for the execution of

Civil work of ______________________________________________________

and in further consideration of the Employer having consented to permit

M/s._______________________________________________ (Name of Agency)

(hereinafter called “the Tenderer”, which expressions shall unless be

repugnant on the context and meaning thereof include his heir, executors and

administrators and assign/assigns) to deposit the Earnest Money Deposit of

Rs.____________ (Rupees __________________________________________)

in the form of an unconditional and irrevocable Bank Guarantee furnished by

(Name of Nationalised / Scheduled Bank, Mumbai / Navi Mumbai Branch) in

accordance with the conditions of the said notice inviting the tenders.

2. We the Bank of _____________________________________(Name of Bank),

constituted and established under the Banking companies Act, Acquisition

and Transfer Undertaking Act 1970 - a company incorporated under

Companies Act 1956 and Scheduled Bank, within the meaning of Reserve

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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Bank Act 1934, Clause (e) of Section 2 having our Head office at

__________________________________(Address) do and hereby guarantee,

undertake and agree to pay the Employer a sum of Rs.________________

(Rupees _________________________________________________________)

in the event of the tenderer revoking his tender or; offer or vary or modify any

conditions stipulated in, more particularly specified in para 3.4 of the Notice

of Tender & Instructions to the Tenderers; or further, in the event of the

tenderer failing or omitting to deposit the Contract Deposit in accordance with

Condition No.10.1.1 of the General Conditions of the contract.

3. We, Bank of ___________________________________ further agree that the

Employer shall be sole judge of and as to whether the contractor has

committed any breach or breaches of any of the terms and conditions of the

said contract and the extent of loss, damages, costs, charges and expenses

caused to or suffered by or that may be caused to or suffered by the Employer

on account thereof and the decision of the Employer that the contractor has

committed such breach or breaches and as to the amount or amounts of loss,

damage, cost, charges and expenses caused to or suffered by or that may be

caused to or suffered by the Employer from time to time shall be final and

binding on us.

4. We, the said Bank, further agree that the Guarantee herein contained shall

remain in full force and effect during the period that would be taken for the

performance of the said contract and till all the dues of the Employer under

the said Contract or by virtue of any of the terms and conditions governing

the said contract have been fully paid and it’s claims satisfied or discharged

and till Chief Engineer (Special Projects) certifies that the terms and conditions

of the said contract have been fully and properly carried out by the contractor

and accordingly discharges this guarantee subject however that the Employer

shall have no claim under this Guarantee after completion of the work or

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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from the date of cancellation of the said contract, as the case may be, unless

a notice of the claim under this Guarantee has been served on the Bank

before the expiry of the said period of six months from the date of receipt of

tender i.e. in which case the same shall be enforceable against the Bank not

withstanding the fact that the same is enforced after the expiry of the said

period of six months from the date of receipt of tender

i.e._____________________.

5. The Employer shall have the fullest liberty without affecting in any way the

liability of the Bank under this Guarantee of Indemnity from time to time vary

any of the terms and conditions of the said contract or to extend time of

performance by the Contractor or to postpone for any time and from time to

time any of the power exercisable by its against the contractor and either to

enforce or forbear from enforcing any of the terms and conditions governing

the said contract or securities available to the Employer and the said bank

shall not be released from its liability under these presents by an exercise by

the Employer of the liberty with reference to the matters aforesaid or by reason

of time being given to the Contractor or any other forbearance, act or

omission on the part of the Employer or any indulgence by the Employer to

the Contractor or of any other matter or things whatsoever which under the

law relating to surities would but for this provision have the effect of so

releasing the Bank from its such liability.

6. It shall not be necessary for the Employer to proceed against the contractor

before proceeding against the Bank and the Guarantee herein contained

shall be enforceable against the bank notwithstanding any security which the

Employer may have obtained or obtain from the Contractor shall at the time

when proceedings are taken against the bank hereunder be outstanding or

unrealized.

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7. We, the said Bank lastly undertake not to revoke this Guarantee during the

currency except with the previous consent of the Employer in writing and

agree that any change in the constitution of the Contractor or the said Bank

shall not discharge our liability hereunder.

8. Our liability under this bond is restricted to Rs._______________ and it will

remain till the __________________, unless an action to enforce the claim

under the guarantee is filed against us before that date all your rights under

the said Guarantee shall be forfeited and we shall be relieved and discharged

for all liability thereunder.

Dated this _____ the day of_________ 20__.

For and on behalf of the Bank

Date :

The above guarantee is accepted by

For & on behalf of the Employer

(Name and Designation)

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PROFORMA OF BANK GUARANTEE

IN LIEU OF CONTRACT DEPOSIT

(on stamp paper of Appropriate Value from Nationalised Bank

& operatable in Mumbai or Navi Mumbai only)

(B.G. shall be in case of Contract Amount more than Rs.100 Lacs) To,

City & Industrial Development Corporation of Maharashtra Limited, ‘Nirmal’, 2nd Floor, Nariman Point, Mumbai - 400 021.

1) In consideration of the City and Industrial Development Corporation of

Maharashtra Limited., a Company incorporated under the Companies Act

1956 (1 of 56) and having its registered Office at Nirmal, 2nd Floor, Nariman

Point, Mumbai-400021 (hereinafter called the ‘Employer’ which expression

shall unless repugnant to the subject or context include its successors and

assigns) having agreed under the terms and conditions of Contract

Agreement No.________________________ dated________ made between

M/s __________________________ (Name of Agency) (hereinafter called the

‘Contractor’ which expression shall unless repugnant to the subject or

context include his heirs, executors administrators and assigns / its successors

and assigns) and the Employer in consideration with

____________________________________________________(Name of Work).

(hereinafter called the said “Contract”) to accept a deed of Guarantee as

herein provided for Rs.______________by _____________________ (Name of

the Nationalized / Scheduled Bank, Mumbai / Navi Mumbai Branch) towards

Contract Deposit, for the due fulfillment by the Contractor of the terms and

conditions contained in the said contract, We, _________________________

(Name of Bank and detailed address) the Bank constituted and established under

the Banking Companies (Acquisition and Transfer of Undertaking) Act, 1979

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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(hereinafter referred to as the ‘said Bank’) and having our Head Office at

____________________________________________________(address) at the

request of M/s. _____________________________________ (Name of Agency)

do hereby undertake to pay to the Employer an amount not exceeding

Rs._____________ (Rupees _________________________________________

only) against any loss or damage caused to or suffered or would be caused to

or suffered by the Employer by reasons of any breach or breaches by the said

Contractor(s) of any of the terms or conditions contained in the said Contract

Agreement and to unconditionally pay the amount claimed by the Employer

on demand and without demur to the extent expressed.

2) We, ________________________________________________ (Name of Bank)

do hereby undertake to pay the amounts due and payable under this

guarantee without any demur, merely on a demand from the Employer stating

that the amount claimed is due by way of loss or damage caused to, or would

be caused to or suffered by the Employer by reasons of breach by the said

Contractor(s) of any of the terms or condition contained in the said Contract

Agreement or by reasons of the Contractor(s) failure to perform the said

Contract 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.____________________ (Rupees

____________________________________________________________only).

3) We, _______________________________________________(Name of Bank)

further agree that the Employer shall be the sole judge of and as to whether

the Contractor has committed and breach of any of the terms and conditions

of the said Contract and the extent of loss, damage, costs, charges &

expenses caused to or suffered by or that may be caused to or suffered by the

Employer on account thereof and the decision of the Employer that the

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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Contractor has committed such breach and as to the amount or amounts of

loss, damage, costs, charges & expenses caused to or suffered by or that may

be caused to or suffered by the Employer from time to time shall be final and

binding on us.

4) We undertake to pay to the Employer any money so demanded

notwithstanding any dispute or disputes raised by the Contractor(s) /

Supplier(s) in any suit or proceeding pending before any Court or Tribunal

unequivocal, without demur. The payment so made by us under this bond

shall be a valid discharge of our liability for payment thereunder and the

Contractor(s)/ Supplier(s) shall have no claim against us for making such

payment.

5) We, _______________________________________________ (Name of Bank)

further agree that the guarantee herein contained shall remain in full force

and effect during the Contract Period including extensions in time limit if any

& also till such time the Taking Over Certificate is issued for the whole

completed work including that would be taken from the performance of the

said Agreement and shall continue to be enforceable till all the dues of the

Employer under or by the said Agreement have been fully paid and its claims

satisfied or discharged or till the _________________________________

_____________________(indicate the Authority & Administrative Department)

certified that the terms and conditions of the said Contract Agreement have

been fully and properly carried out by the said Contractor (s) and accordingly

discharges this guarantee. Unless a demand or claim under this guarantee is

made on us in writing on or before _________________ (Contract period +

claim period) we shall be discharged from all liability under this guarantee

thereafter.

6) We, _______________________________, further agree with the Employer,

that the Employer shall have the fullest liberty without our consent and without

affecting in any manner our obligations hereunder to vary any of the terms

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

41

and conditions of the said Agreement or to extend the time of performance by

the said Contractor(s) from time to time or to postpone for any time any of the

powers exercisable by the Employer 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 reasons of any

such variation, or extension being granted the said Contractor(s) or for any

forbearance act or omission on the part of the Employer or any indulgence by

the Employer 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.

7) This guarantee will not be discharged due to the change of the constitution of

the Bank or the Contractor(s) /Supplier(s).

8) This guarantee is valid till ___________(completion due) unless a suitable

action to enforce the claim under this guarantee is made within six months

from completion date i.e. up to _____________(date) all yours rights under

this guarantee shall be forfeited and we shall be relieved and discharged

from all liabilities thereunder.

9) We, _____________________________ (Name of Bank) lastly undertake not to

revoke this guarantee during the currency except with the previous consent of

the Employer in writing.

Dated this ______ day of ________ 20__

FOR & ON BEHALF OF BANK

The above guarantee is accepted

For and on behalf of the Employer (Name & Designation) Date :

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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PROFORMA OF CONTRACT AGREEMENT

(On Stamp paper of Rs.100/-)

AGREEMENT FOR THE WORK OF “_____________________________________

______________________________________________________________” (Name of

Work) Article of Agreement made at _________________ (Place) on _____(day)of

_____(Month) of Two Thousand __________ (Year) between City and Industrial

Development Corporation of Maharashtra Limited, a Government of Maharashtra

Undertaking, incorporated under the Companies Act, 1956 and having its

Registered Office at ‘NIRMAL’, 2nd floor, Nariman Point, Mumbai-400 021

(hereinafter called the ‘EMPLOYER’) of the One part and

__________________________________________________(Name of Agency) whose

Registered office is situated at ____________________________________________

(address) (hereinafter called the ‘CONTRACTOR’) of the Other Part.

WHEREAS:

The Employer being desirous of providing & executing the work mentioned,

enumerated or referred to in the Tender Notice including Corrigendum to Tender

Notice, Instructions to Tenderer, General Conditions of Contract, Special

Conditions of Contract, Notes & Preambles, Schedule of Rates & Quantities,

Specifications, Drawings and other documents, constituting a Bid and acceptance

thereof, copy hereto annexed all of which are designed to form part of this contract

and are included in the term ‘CONTRACT’ wherever herein used.

AND WHEREAS:

The Employer accepted the Bid of the Contractor for the provisions and the

execution of the said work at the rates/percentage stated in the schedule of

quantities of works (hereinafter called the Schedule of Rates upon the terms and

subject to the conditions of contract).

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AND WHEREAS:

The Contractor has deposited with the Employer the sum of Rs._____________

(Rupees______________________________________ only) being the Contract

Deposit payable by him at the rate of 2.50% of the Contract sum and undertake to

pay the balance of the Performance Security payable by him at the rate of 2.50% of

the Contract sum, by allowing the Employer to deduct amount from the bills payable

to him at rate of 5% provided that the total deduction together with contract deposit

shall not exceed in the aggregate 5% of the contract sum.

NOW THIS AGREEMENT WITNESSES AND IT IS HEREBY AGREED BY AND

BETWEEN THE PARTIES AND DECLARED AS FOLLOWS :-

1. The documents which form part of the contract will be the Tender Notice,

including Corrigendum to Tender Notice, Instructions to Tenderers, General

Conditions of Contract, Special Conditions of Contract, Notes & Preambles,

Schedule of Rates & Quantities, Specifications, Drawings and other

documents, constituting a Bid and acceptance thereof. It is further agreed

that the “Acceptance Letter” vide No. ____________________ dated________

& Work Order or Order for Commencement of Work shall constitute part and

parcel of the contract between the parties.

2. In consideration of the payments to be made to the Contractor for the works

to be executed by him, the Contractor shall and will duly provide, execute and

complete the said work on or before the dates mentioned in the time schedule

of completion of work attached to the Bid documents and shall maintain the

same at his own cost for the defects liability period thereafter and perform all

such acts and things in the contract mentioned or described or which are to

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be implied there from or may be reasonably necessary for the completion of

the said works at the times and the manner and subject to the terms and

conditions or stipulations mentioned in the contract.

3. In consideration of the due provision, execution and completion of the said

works, the Employer does hereby agree with the Contractor that the Employer

will pay to the contractor, the respective amount for the work actually done by

him at the schedule rates quoted and such other sums as may become

payable to the Contractor under the provisions of the contract, such payment

to be made at such time and in such manner as provided for in the

agreement.

4. In consideration of the due provisions, execution and completion of the said

work, the ‘Contractor’ does hereby agree to pay to the Employer the sums as

may be due to the Employer for the services if rendered by the Employer to the

Contractor and such other sum or sums as may become payable to the

Employer towards loss, damage to the Employer’s equipment, materials

construction plant and machinery, including those hired to the contractor, if

any set forth in the said conditions of contract, such payments to be made at

such time and in such manner as provided in the contract.

5. All disputes arising out of or in any way connected with this Contract

Agreement shall be deemed to have arisen in Navi Mumbai and only the

courts in Navi Mumbai shall have jurisdiction to determine the same.

6. The several parts of this contract have been read by me/us and fully

understood by me/us.

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IN WITNESS WHEREAS THE PARTIES HAVE EXECUTED THESE PRESENTS IN DUPLICATE THE DAY AND YEAR FIRST MENTIONED ABOVE.

SIGNED & DELIVERED FOR AND ON } BEHALF OF CITY AND INDUSTRIAL } DEVELOPMENT CORPORATION OF } MAHARASHTRA LIMITED. } Signature __________________

Designation_________________

In the presence of WITNESS :

1. ____________________ Address _______________

2. ____________________ Address _______________

SIGNED AND DELIVERED FOR }

AND ON BEHALF OF M/s. __________} _________________________________ }

Signature ________________

In the presence of WITNESS :

1._____________________ Address __________________

2._____________________ Address __________________

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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PROFORMA OF INDENTURE BOND (On a stamp paper of Rs.100)

THIS INDENTURE made on the ______(Day) of __________(Month), 20____ (Year)

M/s. _________________________________________(Name of Agency) (hereinafter

called the ‘Contractor’ which expression shall, where the context so admits or

implies be deemed to include his heirs, executors, administrators, and assigns) of

the ONE PART and City and Industrial Development Corporation of Maharashtra

Limited, a Company incorporated under the Companies Act, 1956 and having its

registered office at ‘Nirmal’, 2nd floor, Nariman Point, Mumbai 400 021

(hereinafter called the ‘EMPLOYER’, which expression shall, where the context so

admits or implies be deemed to include its successor and assigns) of the OTHER

PART.

The contractor has entered into a contract dated _____________ for the work of

“_______________________________________________________________________”

(Name of Work) on the terms and conditions set out their.

The contractor has applied to the Employer that he be allowed advances on the

materials (hereinafter called the ‘said Material’) absolutely belonging to him and

brought by him to the site of the works for use in construction of such of the works

as he had undertaken to execute at stipulated rates, AND of aforesaid nature. The

security of the quantities and other particulars of the materials for which the

advances are being made in the Monthly Payments, will be the sole responsibility of

the Contractor.

NOW THIS INDENTURE WITNESSTH THAT IN PURSUANCE OF THE SAID

CONTRACT and in consideration of the sum of Rs.________________ paid on or

before the execution of these presents to the contractor by the Employer and of the

such further advance (if any) as may be made to him as aforesaid, the Contractor

hereby covenant and agree with the Employer and declares as follows:

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1. That the said sum so advanced by the Employer to the Contractor as

aforesaid and all or any further sum or sums advanced as aforesaid shall

be used by the contractor in or towards expediting the execution of the

said works and for no other purpose whatsoever.

2. That the said materials which have been offered to and accepted by the

Employer for advances on material, is absolutely the Contractor’s own

property and free from encumbrances of any kind and the contractor shall

not make any application or receive a further advance from the Employer

on the same materials. The contractor indemnifies the Employer against

all claims to any material in respect of which an advance has been made

to him as aforesaid.

3. That the said materials and all other materials on the security of which any

further advances may hereafter be made as aforesaid shall be used by the

Contractor solely in the execution of the said works in accordance with the

direction of the Engineer (hereinafter called ‘the Engineer’) and in terms of

the said contract.

4. That the contractor shall make at his own cost all necessary and adequate

arrangements for the proper watch, safe custody and protection against

all risks of the said materials in the contractor’s custody and on his own

responsibility and shall at times be open to inspection by the Engineer or

any officer authorized by him. In the event of the said materials or any

part thereof being stolen, destroyed, or damaged, the contractor shall

forthwith replace the same with other materials of like quantity or repair

and make good the same as required by the Engineer.

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5. The above said materials shall not on any account be removed from the

site except with the written permission of the Engineer or any officer

authorized by him on that behalf.

6. That the advance shall be repayable in full when or before the contractor

receives the payment from the Employer on the price payable to him for

the said works under the contract provided that if any intermediate

payment are made to the contractor on account of work done, when on

the occasion of such payment the Employer will be at liberty to make a

recovery from the Contractor’s payment, for such payment by deducting

therefrom the value of the said materials actually used in the construction

and in respect of which recovery has not been made previously. The

value for the purpose of recovery has not been made previously. The

value for the purpose of recovery shall be at the rates at which the

advances were calculated.

7. That if the Contractor shall at any time make any default in the

performance of observance in any respect of any of their terms and

provisions of the said contract or of the said contract or of these presents,

the total amount of the advance or advances that may still be owing to the

Employer shall be immediately on the happening of such default be

repayable by the contractor to the Employer together with interest rate per

annum as prevailing from the date of the respective dates of such advance

or advances, to the date of repayment and with all costs, charges,

damages and expenses incurred by the Employer in or for the recovery

thereof or the enforcement of this security or otherwise be reasons of the

default of the contractor and the contractor hereby covenants and agrees

with the Employer to repay the same respectively to the Employer

accordingly.

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8. That the contractor hereby hypothecates all the said materials with the

repayment to the Employer of the said sum so advanced and any further

sum or sums, advance as aforesaid all costs, damage and expenses

payable under these presents provided always and it is hereby agreed and

declared that notwithstanding anything in the said agreement and without

prejudice to the powers contained therein shall become enforceable and

the money shall not be paid in accordance with, the Employer may at any

time thereafter adopt all or any of the following courses as he may deem

fit.

(a) Seize and utilize the said materials or any part thereof in the

completion of the said works on behalf of the contractor in

accordance debiting the contractor with the value of the work done

as if he had carried it out in accordance with the said contract and

the rates thereby provided. If the balance is against the contractor,

he is to pay same to the Employer on demand.

(b) Remove and sell by public auction the seized materials or any part

thereof and out of the money arising from the sale retain all the

sum aforesaid repayable or payable to the Employer under these

presents and pay over the surplus (if any) to the Contractor.

(c) Deduct all or any part of the money owning out of Performance

Security of any sum due to the contractor under the said contract.

9. That except in the event of such default on the part of the contractor as

aforesaid interest on the said advance shall not be payable.

10. The Contractor shall execute a promissory note for a sum of

Rs.________________ only in favour of the Employer to provide a collateral

security for the repayment of the advance made to the contractor.

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IN WITNESS WHEREOF THE _________________________________ and City &

Industrial Development Corporation of Maharashtra Limited have hereby put their

respective hands the day and year first above written.

SIGNED SEALED AND DELIVERED ) BY THE SAID CONTRACTOR IN ) THE PRESENCE OF ) ) SIGNATURE OF

CONTRACTOR

WITNESSES :

1.

2.

SIGNED SEALED AND DELIVERED ) BY AND FOR AND ON BEHALF OF ) CITY & INDUSTRIAL DEVELOPMENT ) CORPORATION OF MAHARASHTRA ) LIMITED ) IN THE PRESENCE OF WITNESSES )

ENGINEER

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PROMISSORY NOTE (On stamp paper of Rs.100/-)

In terms of Para 10 of Indenture Bond we agree to pay a sum of Rs._____________

(Rupees __________________________________________________________________

_____________________) as a collateral security for Contract Agreement No.

__________________________________________________________ for the work of

_________________________________________________________________________

_________________________________________________________________________

_________________________________________________________________ .

For

(Signature of Contractor)

Place :

Date :

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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PROFORMA FOR AFFIDAVIT FOR

PRESERVATION OF MANGROVES

(On Stamp Paper of Rs.100/-)

1. On behalf of ________________________________ (Name of Agency) having

its office situated at ________________________________ (Address of Agency)

I, Shri/Smt. ______________________ (Name of person signing affidavit),

authorized signatory, hereby state that we are aware of the directives of

Maharashtra Coastal Zone Management Authority (MCZMA) under section 5

of the Environmental (Protection) Act, 1986 read with provision of CRZ-1991

(as amended from time to time). The Hon’ble High Court in PIL No.3246 of

2005 has issued directions for Preservation of Mangroves. I am aware of

these directions. Further, I undertake to comply these directions in its letter

and spirit while executing the work to stop any destruction or denudation of

mangroves and take necessary care for their preservation applicable in and

around coastal areas of Navi Mumbai in Thane and Raigad District. We are

also aware that in case of failure by us to comply with the above directives,

we may be prosecuted by MCZMA under Section 15 of the Environmental

(Protection) Act, 1986.

2. We further state that we will strictly follow the above directives, (as amended

from time to time), while carrying out the work of _______________________

(Name of Work) awarded by CIDCO vide C.A.No. ____________________.

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3. We further indemnify and keep indemnified CIDCO, its officers from all

liabilities, consequences arising in future due to the violation of the any of the

directives (as amended from time to time) by us.

Signature

(Name)

Seal of the Firm

Witness

1. Name

Signature

Address :

2. Name

Signature

Address :

:

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PROFORMA OF AGREEING TO

GENERAL CONDITIONS OF CONTRACT 1. It is hereby agreed that the General Conditions of Contract comprising

condition Nos. 1 to 71.1, Annexure ’A, ‘B’ & ‘C’, Appendix I to Sub

Clause 67.4 and Appendix II to Sub Clause 67.4 part constituting the

contract and I/We agree to abide by the conditions therein.

2. I/we have read and understood the said General Conditions of Contract

with the Annexures and Appendix and my/our signature/s hereunder

amounts to my/our having signed the above referred General Conditions

of contract as forming part of this contract.

This is to confirm that I have read all the General Condition of the contract and

understood the same.

Signature of Tenderer

Date :

Chief Engineer (Special Projects)

Date :

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PROFORMA OF INDEMNITY BOND

(On a stamp paper of Appropriate value)

In consideration of City and Industrial Development Corporation of

Maharashtra Limited, a Company incorporated under the Companies Act, 1956

and having its Registered Office at “Nirmal”, 2nd floor, Nariman Point, Mumbai -

400 021 (hereinafter referred to as the ‘Employer’, which expression shall unless it

be repugnant to the context or meaning thereof includes it’s successors and assigns)

having awarded the contract of the work of “________________________________

___________________________________” (Name of Work) at an awarded cost of Rs.

________________ to M/s. _____________________________________ (Name of

Agency) a Partnership / Proprietorship / Private Limited / Public Limited 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 Proprietor/Partners/Directors for the time being or its surviving

partner or his heirs and executors).

We, M/s. _____________________________________, being the Contractor

do hereby agree and undertake and indemnify and save harmless the Employer in

consequence of the manufacturing defect, latent manufacturing defect and

construction defect found in the constructed works at any time in a period of One (1)

year commencing with the certified completion date certificate by the Employer to

the Contractors in accordance with and subject to the provisions of the said contract.

It is hereby agreed and declared that the Chief Engineer (Special Projects) of the

Employer or any officer acting on his behalf shall be 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 Employer and the Contractor, provided

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that the Chief Engineer (Special Projects) shall so decide after giving an opportunity to

the Contractor to represent his case.

We hereby agree and undertake irrevocably and unconditionally to carry out

duly each and every decision, order, direction or instruction as may be issued by the

said Chief Engineer (Special Projects) or as the case may be, the Officer of the

Employer in this behalf and to rectify properly and promptly the defects found by

him.

For & On behalf of M/s.______________ _________________________________

Date : (Seal) Notary, Maharashtra State

Before Me

Notary, Maharashtra State Notary and Registered at Serial Number Accepted by : ____________________________

(For & On behalf of CIDCO Ltd.)

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

0

CITY & INDUSTRIAL DEVELOPMENT CORPORATION OF

MAHARASHTRA LIMITED

Name of Work : Providing erosion control measures to the side slopes of the

embankment of the Coastal Road from NH-4B near Navghar to

Sector-63 at Dronagiri Node, Navi Mumbai.

C.A. No. : 01/CIDCO/EE(SP)/2012-13

Due On : 20/12/2012 on website

cidco.maharashtra.etenders.in

Price : Rs.10,000/- (Rupees Ten Thousand only)

(Non refundable)

: OFFICE :

CHIEF ENGINEER (SPECIAL PROJECTS) CIDCO of Maharashtra Limited,

6th Floor, CIDCO Bhavan, CBD-Belapur, Navi Mumbai. Maharashtra, Pin – 400 614.

Tel No. 67918602

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SPECIAL CONDITIONS OF CONTRACT

1.0 GENERAL

The special conditions of contract are to be read in

conjunction with General conditions of contract. If there are

any variations or discrepancies on conflicting provision, the

provisions in Special Conditions shall take precedence over

the provisions in the General Conditions of Contract.

2.0 SCOPE OF WORK

The tender is for the work of “Providing erosion control measures to

the side slopes of the embankment of the Coastal Road from NH-4B

near Navghar to Sector-63 at Dronagiri Node, Navi Mumbai.” The

work to be carried out under the contract shall except as otherwise

provided in this conditions include all labour, material, tools, plants,

equipment & transport which may be required in preparation and

completion of the works.

The description given in the schedule of works/items/quantities, and

the Bills of Quantities shall, unless otherwise stated, be held to

include waste on materials, carriage & cartage carrying in, return

of empties, hoisting, setting, fitting & fixing in position and all other

labour necessary in & for the full and entire execution & completion

as aforesaid in accordance with good practice & recognized

principles.

2.1 The scope of work is as described in detail in schedule “A”. Items of

work to be executed are described in detail to enable the tenderer

to work out rate of each element.

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2.2 The exact methodology and quality/quantity audit of various items

under Schedule “A” and parts shall be incorporated in the Quality

Assurance Manual (Q.A.M.) and such shall be based on/referred as

per the approved Q.A.M. of CIDCO Limited Engineering

Department (2006) and further approved by Engineer-in-charge.

2.3 The various items under Schedule “A” will be comprehensively

undertaken as directed by Engineer-in-charge and laid out

programme in the Quality Assurance Manual (QAM).

3.0 TESTING OF MATERIALS IN CIDCO LABORATORY:

CIDCO has a well equipped testing laboratory for carrying out tests on

soil, cement, sand, aggregate, brick and concrete etc. as prescribed in

Bureau of Indian Standards (B.I.S.) The Engineer-in-charge may direct

the Contractors to get the samples of materials tested in CIDCO

laboratory. The results of the tests are normally binding on the

Contractor and CIDCO. The Engineer-in-charge is also empowered to

take action to reject or approve materials based on the test results.

The Contractor shall pay the stipulated charges for carrying out the tests

as per CIDCO rules. In case the Contractor disputes the results of tests, it

is open for him to ask for re-testing in which case the cost shall be borne

by the Contractor. The decision of the Chief Engineer on acceptability or

otherwise of CIDCO test results, re-testing by CIDCO or testing again

independently in V.J.T.I or S.P.C.E. or I.I.T. Bombay or Govt .

Engineering college A’bad will be binding on both the parties to the

contract.

4.0 ADJUSTMENT OF ERRORS IN SCHEDULE OF RATES & QUANTITIES

The several documents forming the contract are to be taken as

mutually explanatory of one another, detailed drawings being

followed in preference to small scale drawings and figured

dimensions in preference to scaled dimensions.

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The Contractors shall be deemed to have calculated his own unit

rates from the descriptions of items in Schedule ‘A’ and based on

the drawings, specifications and other information furnished to him

and arrived at prices for each item of work as given in Schedule

“A”, The price shall be worked out by him independently of the

prices or rates mentioned by CIDCO in the tender and irrespective

of any errors or inaccuracies therein. The percentage to be

mentioned by the Contractor above or below the cost mentioned by

CIDCO, shall be derived by him from the amount tendered by him

as compared to the amount mentioned by CIDCO.

The tendered amount shall be deemed to include for the full and

entire completion of the work and the contractor shall have no

claims on account of any errors in the unit rates/prices mentioned

by CIDCO

Any errors in description, quantity or rate in Schedule ‘A’ or any

omissions there from, shall not vitiate the contract or release the

Contractor from the execution of the whole or any part of the works

comprised therein according to drawing and specifications or from

any of his obligations under the contract. Any error in quantity, rate

or amount in Schedule ‘A’ and General Summary shall be adjusted

in accordance with the following rules contained hereinafter :

a) In the event of an error occurring in the amount column of

Schedule ‘A’ as a result of wrong extension of unit rate and

quantity, the unit rate inserted by CIDCO shall be regarded

as firm and the extension shall be amended on the basis of

the rate.

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b) All errors in totaling in the amount column and in carrying

forward totals shall be corrected.

c) Any omission to include in the totals or to carry forward the

provisional sums shall be corrected.

d) The tendered sum so altered shall for the purpose of the

tender be substituted for sum originally tendered and

considered for acceptance instead of the original sum quoted

by the Contractor. Any rounding off of total in various

sections of Schedule ‘A’ or in General Summary by the

tenderer shall be ignored.

e) In the event of discrepancy occurring between the rates

quoted below the item description and the rates taken for

working out amount as per quantity given in Schedule ‘A’.

The lowest of the two rates shall be considered and the

amount shall be corrected accordingly.

5.0 QUARRY

Quarry for extraction of murum shall not be made available by

CIDCO Ltd. The Contractor has to make his own arrangement for

quarrying at his own cost. Up till now, the CIDCO was exempted from

paying the Royalty charges for quarries made available in CIDCO area

to the contractors. However, this facility is now cancelled by Ministry of

Revenue and Forest Department of Govt. of Maharashtra vide their

Marathi G.R. No. ieewKeefve/ 1088/433/3592/Ke dated 18.10.2001 and

subsequent amendment to this vide Marathi Circular No.

ieewKeefve/10/2001/He.keÀ. 308/Ke dated 15.12.2003 and as amended from

time to time.

The contractors are requested to obtain quarry permission from

Competent Authority for excavation required for the work. Therefore,

the contractors will have to pay the necessary Royalty charges for the

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quarries. Royalty will have to be paid as per the prevailing rates on

the minor minerals available from the excavation of channels, roads

or drains adjoining the roads, bunds, trenches, reclamation, area

leveling, foundation for construction works etc. for use in the works in

the same place or at other places.

The Contractor shall have to provide access at his cost to the quarry

through private land. All compensation, royalties, fees etc., which

may be required shall be borne by the Contractor without extra cost

to the Employer.

Contractor will be responsible for payment of royalty for the minor

mineral such as murum etc. available from excavation.

The obstruction and/or impassments caused for access to the quarry

shall be cleared or set right by the Contractor. No claim in this

respect shall be entertained by the Employer.

If Contractor desires to seek No Objection Certificate for Quarry

form CIDCO Ltd. for a private land or CIDCO Ltd. is land or

Government land, Revenue land, Authorised land etc., the

Contractor shall have to apply indicating therein the Survey Nos.,

from where he wishes to quarry. The contractor will have to furnish

the necessary revenue maps and ‘Sat-bara’ of private owners and

No Objection Certificate of private Owner/Department for quarrying

murum. The necessary charges of processing the application to the

respective Collector of respective District shall have to be borne by

the Contractor. The contractor will have to pay the necessary ground

rent/surface rent of the area if demanded by the Land Section. The

Contractor also will have to pay the environmental cess, if imposed

by the Employer for issuing No Objection Certificate. After issuing the

No Objection Certificate, the Contractor shall have to execute an

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agreement with Land Department, on an appropriate value of stamp

paper. All the expenditure involved for processing the case shall have

to be borne by the Contractor and no claim whatsoever on this

account shall be entertained.

The Contractor shall have to submit Quarry Permit before start of

work for the quantity of murum/earth proposed to be brought at site

of work and quantity of murum for payment of bills shall be restricted

to that of quarry permits submitted.

Dewatering if required will not be paid separately. Tenderer should

include cost of this item in his offer.

The work shall be carried out according to the cycles of High Tide

and Low Tide period. The tenderer should note that no extra

payment will be made for idle charges for labour and machinery due

to restricted working hours during period of high tide.

5.1 ENVIRONMENTAL CESS

Environmental cess tax @ Rs.1.00/cum. will be deducted from the

contractor’s payments for gross volume of murum computed

without deductions as mentioned for R.A. Bill payments and Final

Bill payment.

5.2 QUARRY PERMIT

The successful tenderer shall obtain the quarry permission from the

competent authority and shall submit original permit issued by the

competent authority of CIDCO Ltd. before starting the work and

during subsequent execution of work till its completion. Besides

above, the tenderer shall also submit the original receipt / challan

of the payment made towards quarry charges before each monthly

statement.

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On completion of work, the contractor shall obtain the “Royalty

Clearance Certificate” from the office of the Collector and the same

shall be submitted to Engineer-in-charge before final statement.

The final payment will not be paid till above Royalty Clearance

Certificate in original is submitted to Engineer-in-charge. If

contractor fails to submit the same, the total royalty charges will be

recovered at the prevailing rates from him.

6.0 DOCUMENTATION

The contractors are required to submit three copies of

as built drawings in Auto Cad formats with all relevant details on

reproducible tracing (one copy of tracing and three copies of blue

prints and all data on CD) along with the final statement in neat

folders. Photographic evidence of work under execution/completed

in form of CD as well as photographs will also be submitted.

Photography and Videography to be done with the help of Digital

camera for documentation of important activities/events. Three

copies & one C.D. of the same should be submitted as directed by

Engineer. This will be at no extra cost to CIDCO Ltd.

7.0 QUALITY ASSURANCE MANUAL :

The contractor will prepare detailed working programme with the

help of professional consultant who should be associated with the

work. He shall also ensure the quality of the work.

7.1 Quality Assurance Manual :- A Quality Assurance manual

constituting a base document outlining policy, procedures,

compliance, acceptance criteria and documentation etc. shall be

prepared by the successful tenderer and should submit for approval

within 15 days from the date of receipt of Acceptance Letter. The

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document shall generally cover aspects listed below, but is not

limited to the same.

i) Identification of all parties involved in Q.A. and their inter-

relationship.

ii) Internal Q.A. system of each party.

iii) Organization of personnel, responsibilities and lines of

reporting for Q.A. purpose.

iv) Criteria for acceptance / rejection, including identification of

proper authorities for such decisions.

v) Inspection at the end and during defect liability period/

maintenance period.

7.2 For all reclamation works as well as the works involving excavation in

hard rock, in order to ensure the correctness / genuineness of the

documents / permission etc. pertaining to quarry permit and explosive

/ blasting permission, the record is to be maintained in the following

format. The format shall be part of the quality assurance manual.

FORMAT FOR ROYALTY PERMIT & BLASTING PERMISSION

Sr. No. Particular of

Document

Issuing

Authority

Letter No.

Date of

Issue

Validity

Period

Quantity

Permitted

1.

2.

3.

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8.0 SAP

CIDCO Ltd. has implemented Enterprise Resource Planning (ERP)

software SAP in the organization for its various processes. The

contractor will furnish all the project related data, if & when

required by the Engineer, in the manner & format which is

compatible to Enterprise Resource Planning software SAP R/3.

Apart from the above, the contractor will make a detailed work

program on MS project in soft & hard copy and submit the same to

the Engineer-in-charge for approval before commencement of

work. All monitoring will be done on SAP R/3 as well as MS project,

The contractor will have to adopt to the SAP requirement of CIDCO

Ltd. No claims whatsoever will be entertained in this regard.

9.0 DEDUCTION OF CESS TOWARDS WELFARE OF BUILDING &

CONSTRUCTION WORKERS ACT, 1996

As per the construction workers welfare Cess Act 1996, a cess of 1%

of contract value towards the welfare of construction workers will be

deducted from the R.A. Bill payments and final bill payments.

10.0 REGISTRATION WITH EMPLOYS STATE INSURANCE

COMPENSATION (E.S.I.C.) :

The contractor to get registered with E.S.I.C. under Contract Labour

Act, within 15 days from the date of work order. In absence of

getting registration from E.S.I.C. and not furnishing the license, 1%

of contract sum shall be recovered from R.A. Bills in order to pay the

demand if raised by E.S.I.C.

11.0 TRANSPORTATION FOR CIDCO OFFICIALS : The contractor will provide Air Conditioned Hardtop Vehicle viz.

Bolero/Xylo/Innova/Scorpio in good condition along with driver and

the same will be kept under the disposal of Executive Engineer for

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the use of CIDCO Ltd. Engineers during the contract period as

stipulated in Annexure “A” and including extended periods, if any.

This running of vehicle per month will be 3,000 km. The contractor

will bear all expenses, connected with the operation and the

maintenance of this vehicle, including driver’s wages, overtime and

other benefits, cost of the fuel, lubricant, toll taxes if any repairs and

maintenance, third party insurance, any other related expenses etc.

to the satisfaction of the Engineer-in-charge. The vehicle record will

be maintained in the form of log-book. The vehicle shall be

replaced with a new vehicle during breakdown time, failing which

the Employer-in-charge will hire the vehicle at prevailing rates at the

risk and cost of the contractor.

12.0 CIDCO’S RIGHT TO CHANGE OF THE LOCATION AND RIGHT TO SPLIT THE WORK INTO SUITABLE PARTS AND AWARD THE SAME TO DIFFERENT AGENCIES:

The right to change the location and site of work into suitable parts

and award the same to different agencies if required is reserved

with CIDCO Ltd. In this regard, tenderer is not entitled to claim for

such change of Site/Location and splitting the work and clubbing

the same to the different agencies. The contractor claims

whatsoever on these account will not be entertained by CIDCO Ltd.

and the same will be summarily rejected.

13.0 INDEMNITY BOND:

The contractor shall require to execute an Indemnity Bond for

satisfactory performance of the project on Stamp paper of

appropriate value in the format approved by the CIDCO Limited.

This Indemnity Bond shall remain in force for a period of 3 (Three)

years after certified date of completion of project.

14.0 WASHOUT AND SHRINKAGE:

No extra and / or compensation is payable separately due to tidal

effects, washout, submergence and shrinkage. The Contractor’s

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quoted percentage shall be deemed to have inclusive of all such

factors.

15.0 PROVISION OF EMPLOYEE PROVIDENT FUND (E.P.F.) ACT, 1952:

The Contractor shall be liable to pay the dues to the E.P.F. amount

(his contribution, employee’s contribution and other administrative

charges) as per provisions of the above act as amended from time

to time, in respect of all staff and labourers employed by him for the

execution of the contract.

16.0 SALES TAX REGISTRATION

CIDCO Ltd. is registered with sales tax authorities and has a

registered certificate No.MAH/19/4009, Dated 23/03/1987 under

the Central Sales Act. 1986 and registration certificate

No.N./19N/10460, Dated 23/03/1987, under the Mumbai Sales

Tax Act, 1959.

16.1 The contractor shall furnish their sales tax registration Number

along with certificate duly issued by the Sales Tax Authorities.

17.0 RESTRICTION ON THE DESTRUCTION OR DENUDATION OF

MANGROVES IN NAVI MUMBAI:

The contractor shall make himself be aware of the directives given

by the Hon’ble Bombay High Court for the PIL No.3246 of 2005 for

preservation of Mangroves. He shall submit the affidavit on a

Stamp Paper of value of Rs.100/- in this respect as per the

proforma given at Sl.Pg.No. 52 to 53.

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18.0 Environmental clearance aspects to be followed by the tenderer as

per by the guidelines issued by the MoEF (GOI).

CIDCO has received the Environmental Clearance Certificate from

Government of India, Ministry of Environment & Forest Govt. of India,

vide their letter no. 5-61/2007-IA-III dtd. 03.02.2009, for construction of

coastal road at Dronagiri, Navi Mumbai. Subject to certain conditions as

derailed below and the contractor should adhere to the same. It is to be

understand clearly that the rates quoted by the bidder shall include all

cost towards the expenses to be incurred regarding the fulfillment of the

conditions for which no payment, compensation, whatsoever will be

considered on this account. Extract of the conditions specified by the

Ministry of Environment & Forest, Government of India for Environmental

Clearance of the coastal road at Dronagiri, Navi Mumbai is as follows :

(A) Specific Conditions:

i) No destruction of mangroves shall take place during the

construction of road.

ii) The coastal road shall be built in such a manner that it does not

affect the drainage pattern of the area.

iii) Adequate numbers of culverts and drainage shall be provided so

that the landward side of the road does not flood during

monsoon.

iv) The development along the road shall be controlled and it shall be

ensured that all development are in accordance with the Coastal

Regulation Zone Notification, 1991 and the Orders of the Hon’ble

HC of Bombay in the Writ Petition No.3246 of 2004.

v) CIDCO Ltd. to provide non return flaps for holding ponds and

also make sure that they function properly.

vi) The number of cross drainage works may be increased for free

flow of water during floods as the alignment passes through micro

drainage areas and flood passage areas.

vii) Protecting walls shall be constructed along the slopes to prevent

the land slides.

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viii) Noise barriers will be provided at appropriate locations

particularly in the areas where the alignment passes through

inhabited areas schools/hospitals, so as to ensure that the noise

levels do not exceed the prescribed standards.

ix) R & R if any, shall be as per the norms laid down by the concern

agencies.

x) Large quantity of fill materials and blue metal are required for the

construction of the road. The location and details of the quarries

and borrow pits shall be provided to the Ministry within six months

from the date of issue of this letter.

xi) The CIDCO shall undertake social improvement measures by

training some of the local communities for monitory /

implementing the environmental conditions along the road.

National Highway Authority of India shall take up construction of

dispensaries and schools at few locations.

xii) Footpath shall be provided on both sides of road shallers for local

communities.

xiii) Accident severity index to be taken into account and accordingly

safety measurers as per IRC to be included.

xiv) The project proponent shall undertake plantation along the road

to be as per the guidelines laid down by IRC in live of three pit.

xv) The solid waste shall be used for filling the burrow and

construction of road.

xvi) To prevent damage to the agriculture land, the drainage flow

should be diverted to the natural course avoiding the agricultural

land.

xvii) The road profile shall be raised on the low lying structures to

prevent flooding of road.

xviii) Green belt development may be required to be undertaken as

suggested in Environmental Management Plan.

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xix) The project proponent should obtain necessary permission from

the State Irrigation Department before drawing water from the

river sources for purpose of the propose construction activity. No

ground water should be drawn for the project, if this is essential,

permission from the concern Authority should be taken in this

regard.

xx) The embankments/slopes and the slopes left after cutting will be

provided with vegetative turfing to avoid soil erosion.

xxi) Detailed plan for use of fly ash in the project may be made and

submitted to the Ministry. In any case, fly ash utilisation as per

provisions under Notification S.O. 763 (E) dated 14.9.1999 as

amended vide S.O. 797 (E) dated 27.8.2003 must be adhered to.

xxii) Longitudinal drains shall be provided all along the project road to

ensure proper drainage of the area. In addition adequate number

of under passes and culverts to act as cross drainage structures

shall be provided.

xxiii) The hot mix plant shall be located atleast 500 mts away from

habitation and on the barren land to avoid its adverse impact on

the human population.

xxiv) Necessary permission for three feilling from the concerned

Department should be obtained before commencement of the

project work and copies of the same should be submitted to this

Ministry.

(B) General Conditions:

i) Adequate provision for infrastructure facilities including water,

supply, fuel and sanitation shall be ensured for construction

workers during the construction phase of the project in order to

avoid any damage to the environment.

ii) Appropriate measures shall be taken while undertaking digging

activities to avoid any likely degradation of water quality.

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iii) Borrow sites for earth, quarry sites for road construction material

and dump sites shall be identified keeping in view the following:

a) No excavation or dumping on private property shall be

carried out without written consent of the owner.

b) No excavation or dumping shall be allowed on wetlands,

forest areas or other ecologically valuable or sensitive

locations.

C) Excavation work shall be done in consultation with the Soil

Conservation and Watershed Development Agencies

working in the area; and

d) Construction spoils including bituminous material and other

hazardous materials shall not be allowed to contaminate

water courses and the dump sites for such materials must

be secured so that they shall not leach into the ground

water.

iv) The constructing material shall be obtained only from approved

quarries. In case new quarries are to be opened, specific

approvals from the competent authority shall be obtained in this

regard.

v) Adequate precautions shall be taken during transportation of the

construction material so that it does not affect the environment

adversely.

vi) Borrow pits and other scars created during the road construction

shall be properly levelled and treated.

vii) The project affected people, if any, shall be adequate rehabilitated

and the details in this regard shall be furnish to the Ministry, there

is resettlement involved.

viii) Adequate financial provision must be made in the project to

implement the aforesaid safeguard.

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ix) The project proponent will set up separate environmental

management same for effective implementation of the stipulated

environmental safeguard under the supervision of a Senior

Executive.

x) Full support shall be extended to the officers of this Ministry

/Regional Office at Bhopal by the project proponents their

inspection of the project for monitoring purposes by furnishing full

details and action taken reports in respect of mitigative measures

and other environmental projection activities.

xi) A six-Monthly monitoring report shall be submitted to the Regional

Office of this Ministry at Bhopal regarding the implementation of

the stipulated conditions.

xii) The Ministry or any other competent authority may stipulate any

other conditions or environmental safeguards, subsequently, if

deemed necessary, which shall be complied with.

xiii) Ministry reserves the right to revoke this clearance if any of the

conditions stipulated are not complied with satisfaction of the

Ministry.

xiv) In the event of a change in project profile, or change in

implementation agency, a fresh reference shall be made to the

Ministry of Environment & Forests.

xv) The project proponents shall inform the Regional Office as well as

the Ministry the date of financial closer and final approval of the

project by the concern authorities and the date of start of land

development work.

xvi) A copy of clearance letter shall be marked to concern Panchayat/

Local NGO, if any, from whom any suggestion / representation as

been received while processing the proposal.

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xvii) Safety provision such as bus bays, service roads intersection

improvement etc. will be carried out by the project proponent. The

project proponent shall provide adequate facilities as per IRC

norms / guidelines.

xviii) State Pollution Control Board shall display a copy of the clearance

letter at the Regional Office, District Industries Central and

Collectors Office / Tahasildar’s officer for 30 days.

xix) The project proponent shall advertise at least in two local news

papers widely circulated in the region around the project, one of

which shall be the vernacular language of the locality concern

informing that the project has been accorded environmental

clearance and copies of clearance letter are available with the

State Pollution Control Board and may also we seen at Website of

the Ministry of Environment and Forest at http://www.envfor.nic.in.

The advertisement shall be made within 7 days from the date of

issue of the clearance letter and a copy of the same shall be

forwarded to the Regional Office of this Ministry at Bhopal.

xx) The status of implementation of various stipulated conditions

should be uploaded by the project proponent in their website and

the same will be updated at least every six monthly.

xxi) Any appeal against this environmental clearance shall lie with the

National Environment Appellate Authority, if preferred, with a

period of 30 days as prescribed under Section 11 of the National

Environment Appellate Act-1997.

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18.1.1 These stipulations would be enforceable among others under the

provisions of Water (Prevention and Control of Pollution) Act, 1974, the

Air (Prevention and Control of Pollution) Act, 1981, the Environment

(Protection) Act, 1986, the Public Liability (Insurance) Act, 1991 and

Environment Impact Assessment Notification 1994 including the

amendments and rules made thereafter.

18.1.2 NOTES:

The bidders are requested to go through the above conditions carefully

and quote accordingly. As far as the expenses and the time frame

required for adhering to the conditions specified above, the contractor

shall make suitable provisions for the same include in their offer . Items

shall be of the items which are provided in the BOQ (Schedule – A) of the

tender if operative shall be paid as per the provisions of the contract. Any

extra work involved and for which there is no specific provision in the

BOQ (Schedule-A) and which are required to be executed under the

special and general conditions mentioned above shall be deemed to

have been included in the scope of work of the contractor. Nothing extra

will be paid on this account, whatsoever. In case of delay in the execution

of the work resulting out of adherence to the conditions specified above

the contractor shall apply for grant of extension of time after ascertaining

the reasons for its fairness and reasonability the Competent Authority of

CIDCO Ltd. shall grant the extension of time limit. The contractor will not

be entitled to any compensation on this account whatsoever. The decision

of the Competent Authority of CIDCO Ltd. in this regard shall be full and

Final binding on the contractor.

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The contractor would not be entitled to refer any matter arising out of

adherence to the special and general conditions referred above to the

Disputes Review Board of CIDCO Ltd.

19.0 APPROACH ROAD TO SITE:

The contractors shall make his own arrangements for necessary

approaches to the work sites. If it is necessary to cross different

Telephone Lines, water and gas pipelines, railway lines, the high

tension lines, H.T. cable, water bodies etc. then the contractor will

have to bear the necessary expenditure for permission which is

raised by these departments with no extra cost to corporation on

this behalf. All costs towards construction of approach roads and

seeking necessary permissions shall be borne by the contractor.

20.0 CLEANING SITE:

The contractor shall clean the site of work before starting the work

and also after completing it. The cost of cleaning the site is included

in the rates for various items of work. The department shall not

make any extra payment on this account. All the useful materials

obtained after cleaning the site shall be the property of CIDCO Ltd.

All the unusable material shall be disposed off to a suitable place as

directed by Engineer-in-charge at no extra cost to the CIDCO Ltd.

21.0 RECORDING THE FIELD BOOK:

The payment is based on levels. All sets of levels such as initial,

intermediate and final shall be taken and recorded by the Engineer-

in-charge or his representative and in the presence of contractor or

his authorised representative. Advance intimation of day and time

when levels would be taken will be given by the CIDCO Ltd. to the

contractor or his authorised representative shall attend the site for

checking of these levels and sign in token of acceptance thereof. If

contractor or his representative fails to attend the site on the day for

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any reason or fails to sign the documents in which these levels are

recorded they shall be final and binding on the contractor.

22.0 EXCAVATED STUFF :

All the materials obtained during the process of excavation shall

remain the property of the Corporation, unless mentioned specially

and shall be disposed off to a suitable place as instructed by the

Engineer-in-charge. The contractor is supposed to use the selected

materials for filling in plinth, pipe bedding, embankment and

wherever required, filling the trenches and also filling low lying

areas as directed by the Engineer-in-charge. Necessary spreading

of the Excavated stuff shall be carried out.

23.0 PROVISIONS OF CONTRACT LABOUR (REGULATIONS AND

ABOLITION) ACT, 1970 AND LABOUR (REGULATION AND

ABOLITION) RULES, 1971.

a) The contractor shall comply with the provisions of the Contract

Labour (Regulations and Abolitions) Act, 1970 and the Contract

Labour (Regulations and Abolitions) Rules, 1971 as modified from

time to time, whichever applicable and shall indemnify CIDCO Ltd.

from and against any claims under the aforesaid Act and the Rules.

b) The contractor shall obtain a valid license under the aforesaid Act

as modified from time to time before the commencement of the

work and continue to have a valid license until the completion of the

works. Any failure to fulfill this requirement shall attract the penal

provisions of the contract arising out of the resultant non-execution

of the work.

c) The contract labour Act, 1970 and the contract labour rules, 1971

shall apply to labour employed by him directly or through sub-

contractors the wages as per provisions of the aforesaid Act and the

Rules wherever applicable. The Contractor shall, notwithstanding

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the provisions of the contract of the contrary, cause to be paid the

wages to labour indirectly engaged on the work including any

engaged by his sub-contractors in connection with the said work, as

if the labour had been immediately employed by him.

d) In respect of all labour directly or indirectly employed in the work

for performance of the Contractor’s part of the contract, the

Contractor shall comply with or cause to be complied with

provisions of the aforesaid Act and the rules wherever applicable.

e) Any violation of prevailing labour laws will make Contractor liable

for penal action as per the recommendation of labour Department.

24.0 PROVISION OF MINES ACT, 1952:

The Contractor shall observe all the provision of the Mines Act, 1952

or any statutory modifications on re-enactment thereof for the time

being in force and any rules and regulations made there under in

respect of all the persons directly or through petty contractors or sub-

contractors employed by him under this contract and shall indemnify

CIDCO Ltd. from and against any claim under the Mines Act, or the

rules and regulations framed thereunder, by or on behalf of any

persons employed by him or otherwise.

25.0 PRECAUTIONS TO BE TAKEN FOR THE EXISTING SERVICE LINE :

The contractor shall take due precautions not to damage any such

service line, such as water supply, electric, telephone line, gas line

etc. during execution of the work. In case damage occurs due to

negligence on part of the contractor, the same shall be restored to

its original conditions by the contractor at his cost. If the contractor

fails to do so, CIDCO Ltd. will carryout the relaying / reinstatement

work at risk and cost and recover the amount from the contractor.

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26.0 WORK CONTRACT TAX :

The work contract tax will be deducted @ 2% for all registered

dealers and 4% in case of contractors is not registered under the

MVAT Act, 2002 (or as applicable from time to time by the Govt.)

from the monthly and final payments due to the agency.

27.0 NAME BOARD :

Contractor will be required to fix a Name Board displaying the

name of work, the name of agency, the name of client, cost of

project and time limit etc. at the locations approved by the

Engineer-in-charge at his own cost. The contractor shall remain the

name board after completion of work with prior permission to the

Engineer-in-charge.

28.0 DEVIATION LIMIT (As per GCC Clause No. 52.2):

For purpose of this contract, the variations or deviations in carrying

out the work shall not exceed 15 percent of the contract sum. The

Contract deviation/variation in quantity of individual items shall not

be taken as deviation or variation. The difference between total

value of work done and contract sum as defined above will be

considered for deviation/variation. The contract rate or rates

derived in accordance with provisions in contract shall apply for all

new items, extra items and excess quantities of existing items so

long as the cumulative cost variations are within stipulated

percentage of contract sum.

29.0 REGISTRATION OF CONTRACTOR UNDER CESS WITH NMMC

Contractors / Suppliers quoting for the work in NMMC area must

have valid NMMC Registration Certificate under Cess Act. In case

registration under Cess Act is not produced by Contractor /

Supplier, the payment so withheld will be refunded only after

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submission of documentary proof of Registration Certificate as well

as payment Cess to the NMMC.

30.0 SAFETY MEASURES FOR EXECUTION OF THE CONTRACT

1) The contractor shall take utmost care regarding the safety of the

existing live GAIL gas pipe line (600mm dia). In case of any

mishap the contractor shall be held responsible and adequate

compensation shall be levied.

2) All necessary insurance policies viz. CAR policy, Workmen

compensation policy, Fire insurance etc. are required to be

obtained from a Nationalized Insurance company or any other

Insurance company approved by the Insurance Regulatory

Development Authority (IRDA). The Insurance policy shall remain

in force for the entire contract period and the entire defects

liability period.

3) All necessary security personnel shall be deployed for the watch

and ward (24 Hour) security arrangement of the works at site by

the contractor.

4) A water proof cement godown shall be provided for storage of

cement with Duplicate Lock and key arrangement. The cement

godown shall consist of all necessary arrangement for day to day

issue. A register shall be maintained for record purpose.

Signature of Tenderer

Date :

Chief Engineer (Special Projects)

Date :

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NOTES AND PREAMBLES TO SCHEDULE OF RATES AND

QUANTITIES (SCHEDULE ‘A’)

NOTES & PREAMBLES :

(A) On method of measurement and other relevant matters. (B) Drafting of Schedule of Rates and Quantities. (C) Time of Completion. (D) Deduction of Income Tax. (E) Deduction of Contract Sales Tax/Turn over tax/ Works Contract Tax.

(A) METHOD OF MEASUREMENT AND OTHER RELEVANT MATTERS

1.0 General :

All works shall be measured net as completed. No allowance shall be

made for large or small quantities, narrow width, easy access or

difficult positions or other exceptional circumstances. Any work

executed over and above the dimensions given in drawings or sketches

provided by the Engineer or written instructions by the Engineer shall be

ignored and no payment shall be made for such extra work. In other

words, payment shall be made for authorized works only.

1.1 Tolerance: Dimensions shall be measured to the nearest 0.01 M. Area

shall be worked out to the nearest 0.01 M2 and volume (cubic

contents) shall be worked out to the nearest 0.01 M3.

1.2 Transport: Distance shall be measured by the shortest practicable

route as approved by the Engineer.

1.3 Full Provisions: The rates inserted by CIDCO against various items of

work detailed in various parts of Schedule shall be deemed to include

CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13

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every allowance necessary, without extra measurement or charge for

meeting the requirement of various components/parts of the contract

documents (viz. particular Specifications, B & C Standard

Specifications, B & C Schedule of rates, Special Conditions, Preambles

and notes to Schedule of items, description of Schedule of items which

shall all be read together and any or all of the following unless

specifically provided for the contrary.

a) Compliance with all the conditions of contract including General

Conditions of Contract, Schedule of Quantities, Particular

Specifications, Drawings including notes thereon, Specifications in

Standard Specifications of B&C Department, relevant Standards of

Bureau of Indian Standards where applicable. However, in case of any

discrepancy between drawing and tender, the tender item and

specification shall prevail.

b) All labour, materials, tools and plants, equipment’s and transport,

which may be required in preparation for and in the full and entire

execution and completion of the works including waste in materials,

carriage and cartage, carrying in, return of empties, hoisting, setting,

fittings in position.

c) Local conditions: Nature of works, local facilitates for supply of labour

and materials, accessibility’s to sites and all other matters, affecting the

execution and completion of the works.

d) Duties etc: Payment of any Octroi, Terminal Tax, Sales Tax, Royalty,

Turnover Tax, Contract Sales Tax, Toll Tax, Ground Rent,

Environmental Cess or any duties on materials obtained for the works

and any duties in respect of patent rights. Cess as per BPMC Act and

its amendments.

e) Supervision : Competent supervision of the work.

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f) Labour : Reasonable terms and conditions of employment, liability to

pay compensation, wages as per statutory enactment’s, temporary

accommodation, sanitation etc. compliance with Contract Labour Act.

g) Water: Provision of all water required including temporary plumbing

connection.

h) Temporary Workshops, Stores, Office, Labour Camps etc. : Provisions

of such structures required for efficient execution of the works and

removing and cleaning up site on completion of works.

i) Precaution against risk : Precautions to prevent loss or damage from all

or any risk, insurance of sheds or any temporary accommodation

provided by CIDCO, watching & lighting, provisions pertaining to the

General Conditions of Contract.

j) Notices, Fees etc. : Compliance with statutory provisions of regulations

and/or bye-laws of any local authority including NMMC and/or any

public service company or authority affected by the works.

k) Setting the works including all apparatus required.

l) Site Drainage: Removal of all water that may accumulate due to

springs, sub soil water, flood/tides and any other causes on the site

during the progress of the work.

m) Execution of work in workmanlike manner, facilities for inspection etc.

n) Rectification of Bad Work : Rectification and/or removal and

reconstruction of any work which (as decided by the Engineer) has

been executed with unsound or imperfect materials or unskilled

workmanship or of a quality inferior to that contracted for, whether

during construction or reconstruction prior to the expiry of the Defect

Liability period.

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o) Responsibility for damage and loss of all construction materials etc., at

the site until handing over to CIDCO.

p) Removal of Rubbish: Removal of rubbish and debris and cleaning of

any dirt before handing over of all completion works.

q) Cleaning site and works : Removal by the Contractor off the site, of any

tools, plants and materials and removal of splashes of asphalt leaving

the whole site neat and tidy.

r) Completion: Completing the work to the satisfaction of the Engineer on

or before the date of completion.

s) Difficult position: Accessibility or otherwise to site, easy or difficult

positions in works.

t) Errors: Rectification of all errors to the satisfaction of Engineer.

u) Curved work etc. : Work of any quantity, size or shape whether level,

inclined, curved, battered etc.

v) Maker’s Instructions: Compliance with maker’s instructions in the case

of proprietary articles, factory made goods of precast items.

w) Waste: All waste, laps, seams, joints (rough or fair cuttings)

straight/raking, circular and making good.

x) Artificial Light: To include all lighting/kerosene or electric power as the

case may be when need arises for use of lighting while carrying out

works.

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y) Construction of approaches to the site of work. Making arrangement

for proper access to works in the form of stairs, ladders, lifts, etc. as

ordered by the Engineer for proper supervisions, testing and or

inspection of works.

z) All the expenses required towards testing of materials and/or works. All

expanses towards contractor’s all risk insurance policy

(B) BRIEF NOTES ON DRAFTING OF SCHEDULE OF RATES AND

QUANTITIES

2.0 The tender has been drafted on the basis of pre-priced schedule of

rates and quantities for different types of items.

2.1 All the tender items are generally priced as per schedule of rates of

Public Works Department Thane Division for the year 2011-12 and/or

CIDCO Schedule of Rates for the year 2011-12

2.2 The Contractors are requested to work out their own rates based on the

detailed description of Schedule ‘A’ items, the specifications and

drawings and finally arrive at the cost of the work in the appropriate

place. The contractor shall insert percentage cost over CIDCO’s cost

to arrive at the contract value for the work.

(C) TIME OF COMPLETION

3.0 The period of completion of works enumerated under Schedule ‘A’

shall be as mentioned in Annexure ‘A’ from the date of placing the

work order or date of handing over the site whichever is earlier.

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(D) DEDUCTIONS OF INCOME TAX

4.0 Deduction of Income Tax shall be at the rates stipulated by Income Tax

authorities and the amounts shall be deducted from every running bill

submitted by contractor.

(E) DEDUCTION OF CONTRACT SALES TAX/TURNOVER TAX/WORKS

CONTRACT TAX

5.0 The contractors are required to produce their registration certificate for

contract sales tax/turnover tax/works contract tax / service tax to the

department and the amount shall be deducted from every Running Bill

submitted by contractor. Failing which no payments shall be released.

Signature of Tenderer

Date :

Chief Engineer (Special Projects)

Date :

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Name of Work : Providing erosion control measures to the side slopes of the

embankment of the Coastal Road from NH-4B near Navghar to

Sector-63 at Dronagiri Node, Navi Mumbai.

C.A. No. : 01/CIDCO/EE(SP)/2012-13

SCHEDULE – “A” Sr. No.

DESCRIPTION QTY RATE UNIT AMOUNT

1 Excavation for foundation in all types

of soil, soft murum, hard murum,

hard murum with boulders, in all

conditions and nature, including

clearing and stripping of the area,

removal of vegetation, shrubs, taking

spot levels, excavating to required

depth, line, level and slope, leveling

and dressing and consolidating the

excavated surface, dewatering by all

means upto any extent of water

accumulated from any source, sorting out and stacking serviceable

and unserviceable materials etc.

complete including all leads and lifts,

necessary back filling, conveying the

excavated material with all lifts and

upto a lead of 50 m. and its

spreading or stacking as directed,

etc. complete as per drawing as

directed by Engineer-in-charge.

Note : 1) All payments towards

labour, materials, machinery,

required for the works transportation and payment towards the royalty,

fees, taxes etc. shall be borne by the

contractor.

2) Unless the Royalty payments are

made to the Govt. of Maharashtra

no excavation work shall be

permitted.

3060.00 180.70 Cu.m. 552942.00

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Sr. No.

DESCRIPTION QTY RATE UNIT AMOUNT

2 Dressing of road side shoulders and

side slopes including cutting shrubs

and bushes excavation and filling

upto required lines grades with

excavated stuff, spreading the

excavated stuff and sectioning the

road embankment to the required

line, level and slope etc. complete as

per drawing or as directed by the

Engineer–In-Charge. Watering and

compaction of side slopes shall be

done with plate vibratory compactor.

The item includes all costs towards

labour, material and machinery

required to the work all leads and

lifts, all payments toward the royalty,

fees, taxes etc. shall be borne by the

contractor.

84500.00 4.20 Sq.m. 354900.00

3 Providing earthwork in embankment

with approved materials obtained

from contractor's own source

including all leads and lifts, laying in

layers, breaking clods, dressing to

the required lines, curves, grades,

and section with watering and

compacting with Plate vibratory

compactor etc. Complete as per

drawing or as directed by Engineer-

in-charge. The item includes all

costs towards labour, material and

machinery required to the work, all

payments toward the royalty, fees,

taxes, cess, transportation, all leads

and lifts etc. shall be borne by the

- 204.05 Cu.m. -

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Sr. No.

DESCRIPTION QTY RATE UNIT AMOUNT

contractor. Unless the Royalty

payments are made to the Govt. of

Maharashtra no earthwork for

embankment shall be permitted.

Notes:- (for Item No.3)

1. All payments towards the royalty,

fees, taxes etc. shall be borne by

the contractor.

2. The Environmental cess shall be

recovered at Rs.1 /Cum of gross

volume computed without

deductions as mentioned for the

RA Bills or Final Bills.

3. Earthwork is for embankment of

any height with watering and

compaction and without P.D. but

laying in layers of required

thickness. The laboratory soil dry

density shall not be less than

1.60g/cc. at Optimum moisture

content.

4. In case of earthwork in

embankment is operated with

CIDCO Ltd.’s material then a

rebate of Rs. 75.10/Cum. Shall

be levied from the contractor.

4 Providing and laying dry rubble

stone pitching 230 mm thick with Precast M-25 grade Cement concrete

pin header of size 600 mm long with

150mm x150 mm at face and 200

mm x 200mm at toe @ 1 (One) No.

per sq.m. of pitching area the item

includes filling interstices in the joints

84500.00 184.00 Sq.m. 15548000.00

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Sr. No.

DESCRIPTION QTY RATE UNIT AMOUNT

with stone spalls of proper size and

wedged in with hammers to secure

tight packing as per drawing or

directed by the Engineer-in-charge

etc. complete. The item includes all

costs towards labour, material,

transportation to the site, all taxes,

royalty, cess, all leads and lifts etc.

complete.

Note: Precast M-25 grade cement

concrete pin headers shall be

manufactured as per BIS 2185

(Part-I) (1979) and BIS 456 (2000)

code provision at an approved

factory by CIDCO Ltd.

5 Providing flush pointing with grooves

in cement mortar 1:3 to the dry

rubble stone pitching including

necessary scaffolding and curing etc.

complete. The item also includes all

necessary costs towards the labour,

material, all leads and lifts, all taxes,

royalty, cess, fees, transportation to

site and testing charges etc.

completed.

46000.00 59.00 Sq.m. 2714000.00

6 Providing & laying dry trap rubble

stone masonry in foundation for toe

wall with Precast

M-25 grade cement concrete header

of required length with face area

equal to 200 mm x 200mm on both

sides @ 2 (Two) No. / Sq.m. of face

area etc. complete as per drawing or

1840.00 515.00 Cu.m. 947600.00

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Sr. No.

DESCRIPTION QTY RATE UNIT AMOUNT

as directed by Engineer-in-charge.

Incase proper dimensions and shape

is not achievable at site for this work

then cement mortar (1:6) shall be

used to achieve proper shape and

size, dimensions at no extra cost to

CIDCO Ltd. The Item includes all

cost towards labour, material,

machinery required for the work,

transportation to the side, payment

towards royalty, fees all taxes, cess

etc. complete. The item includes all

costs towards necessary Dewatering

by all means and upto any extent of

water accumulated from any source.

NOTE: Precast M-25 Grade cement

concrete Headers shall be

manufactured as per BIS 2185 (Part-

I) (1979) and BIS 456 (2000) at an

approved factory of CIDCO Ltd.

7 Providing and laying dry trap rubble

stone soling of specified thickness

including hand packing with 80mm

metal and rubble chips, filling up the

voids with stone grit, to the required

line, curve, grade and section,

watering and hand packing and

compacting the same with plate

vibrator etc. complete as per drawing

or as directed by the

Engineering – in – charge. A thin

4080.00 740.40 Cu.m. 3020832.00

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Sr. No.

DESCRIPTION QTY RATE UNIT AMOUNT

layer of murum shall be spreaded on

top for filling up the voids. The item

includes all costs towards labour, all

lead and lifts, material and

machinery required for the work,

transportation to the site etc.

complete. The item also includes all

payments towards the royalty fees,

taxes, cess, etc. which shall be borne

by the contractor.

(A) TOTAL OF SCHEDULE “A” RS. 23138274.00

(B) ADD/SUBTRACT (+/-) ______% QUOTED RS.

BY THE CONTRACTOR TO REFLECT THE TOTAL COST.

(C) GRAND TOTAL (A) +/- (B) RS.

(Rupees ________________________________________________________________

__________________________________________________________________) only.

NOTES :

1) Tenderer shall compulsorily required to fill the amount both in words and figures

or else the tender is liable to be rejected.

2) This is to confirm that I have read carefully instruction No. 3.8 regarding for

feiture of the E.M.D. of the successful tenderer Sl. Pg. No. 18 to 19 of the Tender

and I understand that my tender is liable to be rejected if I fail to submit the offer

in accordance with the various provisions and do not comply with the

stipulations.

Signature of Tenderer

Date :

Chief Engineer (Special Projects)

Date :

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A N N E X U R E - ‘A’

Name of Work : Providing erosion control measures to the side slopes of the embankment of the Coastal Road from NH-4B near Navghar to Sector-63 at Dronagiri Node, Navi Mumbai.

Revised G.C.C.

Clause No.

1.1(a)(iv) The Engineer for the Contract : Executive Engineer (Special Project)

43.1 Time for completion (inclusive / exclusive of monsoon)

A. Contract as whole : 12 (Twelve) Months (including Monsoon)

B. Sections (Part of Groups of Items)

: Not Applicable

49.1 Defect Liability period :

36 (Thirty Six) Months from the certified date of completion.

49.4 Percentage to be charged as

supervision charges for the work

got executed through other means

: 24.5%

60.10 The rate of interest applicable for

payment delayed

: NIL

70.1 i) Centre for Price Variation : Mumbai, India.

ii) Price Variation Clause Factors

:

Pl : 33%

Pm : 62%

Pf : 05%

TOTAL : 100%

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iii) Base Materials and Base Rates

Applicable

:

Base Rate of Cement : `. 5,600.00 per M.T.

Signature of Tenderer

Date :

Chief Engineer (Special Projects)

Date :

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SCHEDULE ‘B’

(Material to be issued to contractor by CIDCO)

Sr. No.

Particular of Materials

Rate of which material will be issued in

Rs. Ps.

Place of issue

Rate of Recovery in case of misuse or

excess consumption

============== NIL ==============

No material will be supplied by CIDCO

1. This Schedule consists Nil item only.

Signature of Tenderer

Date :

Chief Engineer (Special Projects)

Date :

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PARTICULAR SPECIFICATIONS

The tenderer is requested to study the standard specifications and work out their rates before quoting for the work.

The tenderer is also requested to follow the standard specification scrupulously during the execution of items in the work.

The details of the items are listed below :

Reference Standard Specification Erstwhile B&C Dept. Red Book (Vol-I & II

– 1964 Edition) Item No.

(Schedule-“A”) Brief Description of Item

Specification No. Page No.

1. Excavation for foundation in all types of soil etc. complete.

B.1 24-25

2. Dressing of side shoulders and side slopes of the road embankment.

As specified in Schedule-“A”

3. Providing earthwork in embankment with approved material obtained from contractor’s own sources or CIDCO’s approves material without P.D. etc. complete.

Rd. 16 195-196

4. Providing & laying dry rubble stone pitching 230mm thick with pin headers etc. complete.

Rd. 73 & Rd. 71 and As

specified in the Schedule-“A”

245-247

5. Providing flush pointing with grooves in Cement mortar (1:3) to the dry rubble stone pitching etc. complete.

Bd-L-15 372-373

6. Providing & laying dry trap rubble stone masonry etc. complete.

Rd - 74 & As specified in

Schedule-“A”

247

7. Providing & laying dry trap rubble stone soling etc. complete

Bd.A-12.1 264

Signature of Tenderer

Date :

Chief Engineer (Special Projects)

Date :

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PARTICULAR SPECIFICATIONS (Continued)

GENERAL

The Particular Specifications are to be read in conjunction with the

specifications contained in the description of items of Schedule “A”

specification contained in “Standard Specifications” published by

Buildings and Communications Department of Maharashtra, relevant

Indian Standard Specifications. In case of conflicting provisions in

various documents (except Schedule “A”), the provisions in Particular

Specifications shall take precedence over any other documents.

CLEARING SITE :

The ground over which the Roads are to be constructed shall be

cleared from all loose, vegetation, bushes, stumps and all other

objectionable materials. Brushwood, stumps, vegetation etc. shall

be cut flush with the ground. Materials obtained from clearing site

shall be disposed off as directed.

1.0 ITEM NO.1 : Excavation for foundation in all types of soil, soft

murum, hard murum, hard murum with boulders, in all conditions

and nature, including clearing and stripping of the area, removal of

vegetation, shrubs, taking spot levels, excavating to required depth,

line, level and slope, leveling and dressing and consolidating the

excavated surface, dewatering by all means upto any extent of

water accumulated from any source, sorting out and stacking

serviceable and unserviceable materials etc. complete including

conveying the excavated material with all lifts and upto a lead of 50

mtr & its spreading or stacking as directed, etc. complete. All

payments towards the royalty, fees, taxes etc. shall be borne by the

contractor.

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1.1 GENERAL:

Roadway and drainage excavation shall consist of excavation,

removal, conveyance and satisfactory disposed of materials of the

strata covered by the wording of the item for the construction of the

road and its drainage including finishing the surface and the slopes

to the required grade, lines, levels, curves and sections shown on

the plans or as directed by the Engineer. The item also covers

maintaining the work in finished condition until taken over by the

Department.

1.2 CLEARING SITE:

The land width required for the side slopes and foundation for dry

rubble masonry shall be cleared of all brushwood, loose stones,

vegetation, bushes, stumps and all other objectionable materials.

The roots of trees shall be removed to a depth of 30cm (about 1’)

below the surface of the road formation and side slopes and the

excavation filled up with excavated materials in 15cm to 20cm.

(about 6” to 8”). Layers and compacted, Brushwood, stumps,

vegetation, etc. shall be cut flush with the ground. All the materials

cleared will be the property of CIDCO. Useful materials shall be

arranged in convenient stacks along the road boundary or as

directed at places within lead of 50 meters (164’) and handed over

to the Department in convenient sections. Unsuitable materials shall

be burnt or otherwise disposed of by the contractor at his own cost

as directed by the Engineer without crushing any nuisance

inconvenience or damage to the work, property or people in the

neighborhood. If the material is disposed of outside the road land,

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necessary permission from the private land owners shall be taken

by the contractor and royalty etc., if any paid by him without

claiming compensation. In all cases, the materials shall be disposed

of in a neat manner.

1.3 SETTING OUT:

After clearing the site, the alignment of the road shall be properly set

out true to lines, curves, slopes, grades and sections as shown on the

plans by total station by appointing reputed surveyor as directed by the

Engineer. The contractor shall provide all labour and materials such as

lime, string, pegs, nails, bamboos, stones, mortar concrete etc.,

required for setting out, establishing Bench Marks and giving profiles.

The contractor shall responsible for maintaining the B.Ms., profiles

alignment and other stacks and marks as long as they are required for

the work in the opinion of the Engineer. If the contractor defaults in

this respect even after direction by the Engineer within the specified

time, they may be restored by the Engineer at the cost of the

contractor. Levels and sections of the ground shall be taken and

recorded in the presence of the contractor or his authorized

representative before the excavation is started to serve as the basis of

measurement. The contractor or his representative shall sign the book

in token of his acceptance of the level etc. If there is any disagreement,

the contractor shall inform of it in writing to the officer concerned with

specific reference to the sections before starting further work. Once

further work is started, no cognizance of any complaint shall be taken.

Merely not signing of the book shall not be deemed as disagreement.

1.4 CLASSIFICATION OF EXCAVATION:

All the materials encountered in the excavation would be mainly classified in the following groups:

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1) Soils of all sorts, sand, gravel, soft murum and other similar soft or loose materials.

2) Hard murum.

3) Hard murum and boulders.

4) Soft rock.

5) Hard rock (blasted).

6) Hard rock (chiseled, wedged or line drilled)

7) Laterite

8) Slush / Marine Clay

1) Soil of sorts, sand, gravel, soft murum and other similar soft or

loose materials. :

Soils of all sorts, sand, gravel soft, murum, chopan yellow soil. etc.,

shall included all material of earthy nature which can be easily

ploughed or small shingle and gravel which can be easily remove.

Removal of small boulder not exceeding 0.03 cu.m. or 30 litres (about

one c.ft.) accruing in the strata will be included in the rate for this item.

2) Hard murum :

This shall include all kinds of disintegrated rock or shale or indurated

clay free from boulders larger than 0.03cu.m. or 30 litres (about one

cu.ft.) and can be removed with pick and shovel though not without

some difficulty.

3) Hard Murum & Boulders :

This shall include all kinds of disintegrated rock or shale or indurated

clay interspersed with boulders less than half cubic metre (about half a

cu.yd) and larger than 0.03 cu.m. or 30 litres (approx one c.ft.) which

do not normally need blasting and can be removed with pick, bar,

wedges, and hammer. Boulders bigger than ½ cu.m. will be paid for

as soft or hard rock according as it is soft or hard rock.

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4) Soft Rock:

This shall include all materials which is rock or hard conglomerate, all

decomposed and weathered rock, highly fissure rock, old masonry

and also soft rock, boulders bigger than ½ cubic meter with pick, crow

bars, wedges and hammer with some difficulty.

5) Hard rock (chiseled wedged or line drilled):

This shall include all rock occurring in masses which can best be

removed by blasting but which owing to the proximity of structures,

possibility of shattering the rock below or for any other reason should

be cut by a means of cold chisels or wedges or line drilling.

The classification of the excavation would be decided by the Engineer

and his decisions shall be final and binding on the contractor. Merely

the use of explosives in excavation will not be considered as a reason

for higher classification unless blasting is clearly necessary in the

opinion of the Engineer.

6) Laterite :

This shall include laterite rock soft and hard which can be removed

with Dhokans or blasting. Lateritic murum which has not hardened

into stone shall be classified as hard murum.

7) Slush / Marine Clay :

This items includes clearing the land width of all shrubs, weeds, bushes

etc. the work will also have to be done in the area subject to the tidal

water. The work is to be executed as directed by the Engineer. The

slush (Marine clay) is to be removed on top of hard strata such as

murum, weathered rock, soft rock, hard rock etc., whichever is met

earlier, which is suitable to lay embankment foundation on such

suitable strata. The excavated stuff to be deposited as per direction of

Engineer as per site situation. For excavation in slush Contractor shall

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use machinery like mechanical excavators or any other suitable type of

mechanical equipment and other machinery for transporting

excavated lush for speedy execution. For removing slush wherever

necessary, if earthen or rubble bunds are required, the same shall be

provided by the Contractor at his cost as per directions of Engineer.

The classification of the excavation would be decided by the Engineer

and his decisions shall be final and binding on the contractor. Merely

the use of explosives in excavation will not be considered as a reason

for higher classification unless blasting is clearly necessary in the

opinion of the Engineer.

1.5 CONSTRUCTION METHOD:

The contractor shall on no account excavate beyond the slopes or

below the specified grade unless so directed by the Engineer in

writing. If excavation is done below the specified level or outside the

section., it shall not be paid for and the Contractor shall be required to

fill up at his own cost such extra excavation in the road portion with

approved materials of the embankment grade in layer of 15cm. to

20cm. (about 6” to 8”) watered and fully compacted to attain

maximum density laid down for the embankment in the same

agreement elsewhere. The Engineer may require measurement ridges

and deadmen to be left at specified interval or places and kept intact

till ordered to be removed for the purpose of check measurements.

The excavation shall be finished neatly, smoothly and evenly to the

correct lines, curves, grades sections and side lopes a shown on the

plans or directed by the Engineer. The sub-grade if loose shall be

scarified, watered and compacted to the same density as the

embankment. The section, side slopes and catchwater gutters shall be

maintained by the contractor at his own cost in such a way the

formation and gutters will be well drained by providing necessary

diversions. etc. and not damaged due to obstruction of any drainage.

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Necessary passages shall be provided for leading away seepage,

springs, surface flow or rain water safely without damaging the work.

If any damage occurs due to default of the contractor in this respect,

he shall make good the damage at his own cost. If it is necessary in

the execution of the work to interrupt existing surface drainage,

irrigation channels sewers or under drainage, temporary

arrangements shall be provided till such time as is necessary. The

contractor at his own cost shall make good the interrupted drainage

and sewer, etc. unless separately provided in the tender. Any damage

to the existing works or work in hand caused as a result of his

operations or negligence shall be made good by the contractor at his

own cost.

Foundation for dry rubble masonry shall be excavated to the specified

sections and shall be measured in cubic meters.

Intercepting or catchwater gutters necessary shall be built to the cross-

section, shown on the plans in time to prevent damage to the cuts or

banks.

1.6 DEWATERING:

If water is met with in the excavation due to springs, seepage rain or

other causes it shall be removed by suitable diversions, pumping or

bailing out and the excavation kept dry whenever so required by the

Engineer. Care shall be taken to discharge the water so as not to

cause damage to the work, crops or any property or any

inconvenience to the property holders in the neighborhood. Unless

separate provisions is made in the tender for dewatering the cost of

dewatering shall be covered by the rate for excavation.

1.7 SLIDES:

If slides occur in the cutting they shall be removed as ordered by the

Engineer. If finished slopes slide into the roadway before the final

acceptance of the work, such slides shall be removed by the contractor

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and shall be paid for at the contract rate for the class of excavation

involved provided the slides are not due to any negligence of the

contactor. The classification of the materials in slides shall conform to

its condition at the time of removal and payment made accordingly

regardless or its prior condition.

Care shall be taken to see that excavation is arranged in a safe way so

that these will be no risk to the work or workmen by slides, falling

materials, boulders and collapsing sides etc.

1.8 PROTECTION:

If there is traffic nearby or if there are towns and villages in the

neighborhood, barricades and/or traffic signals shall be provided day

and night for the duration of the work in such a way as to prevent

accidents. Warning signals shall be displayed at 70m. from the danger

point on both sides to give sufficient warning. If necessary, signalers

shall be stationed at each end to regulate traffic where it is heavy.

Measures shall be taken to see that the excavation does not affect or

damage adjoining structures or property. If there is damage to

property, injury to workers, the members of the public animals etc. due

to the negligence of the contractor, he will be responsible and liable to

all the consequences including compensation.

1.9 DIVERSIONS:

If diversions are necessary for the traffic they shall be provided and

maintained as specified under specification of MORT&H clause 112.

1.10 DISPOSAL OF EXCAVATED MATERIALS:

All the excavated materials shall be the property of the CIDCO where

the excavated material is directed to be used in the construction of the

works for the general grading, plinth filling or embankments, the

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operations shall be arranged in such a manner that the capacity for

cutting, haulage and compaction are nearly the same.

All hard materials such as hard murum, rubble etc. not intended for

filling in foundations, plinth or embankments, shall be stacked neatly

for future use as directed by the Engineer-in-charge within the lead

specified. Unsuitable or surplus materials not intended for use in part

of the works or for reuse shall be disposed of as directed by the

Engineer-in-charge.

1.11 MAINTENANCE:

The excavated roadway shall be maintained satisfactorily and

protected by the contractor at his own cost against all damage till it is

taken over by the Department. If any damage occurs, the contractor

shall be responsible to repair it at his own cost.

1.12 ITEM TO INCLUDE:

1) Clearing Site

2) Setting out by total station including necessary labour, material and fixing reference marks.

3) Diversion unless separately provided in the tender.

4) Dewatering unless separately provided in the tender

5) Protective measures for work, work people, public, animal, property etc.

6) Excavation to the required lines, curves, section and grades.

7) Conveying the excavated materials including all lifts and lead upto 50 m. (about 164’), spreading in layers or stacking as directed and disposing off unwanted materials.

8) All labour, materials and use of equipment and tolls required for completing the item satisfactorily.

9) Compensation on account of damages, accidents or use of

private lands royalty, etc.

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1.13 MODE OF MEASUREMENT & PAYMENT:

The contract rate shall be for a unit of one cubic metre for the strata

mentioned in the wording of the items of excavation acceptably

completed, limited to the dimensions shown on the plans or as

directed by the Engineer. Excavation shall be measured in its original

position by the taking cross-sections before the work start and after it is

entirely completed. The quantity shall be worked out by the Average

End Area method. The individual dimensions and areas of the cutting

shall be measured correct upto two places of decimals of a metre and

square metre respectively and the quantity worked out correct up to

two places of decimals of a cubic metre.

When the classification of the strata changes, the contractor shall bring

this to the notice of the Engineer who will then verify and if necessary

take levels for the changed strata for purpose of measurement.

The engineer at his option may direct dead-men to be left at such

intervals as he may indicate for purpose of measuring the depths and

other dimensions either for initial measurements or for checking.

Deduction shall be made for these dead-men. These shall be removed

when no longer required and the deduction restored thereafter. If the

dead-men are not removed and used in the work or otherwise

disposed of as directed by the Engineer within 15 days of the date of

check measurement, the Engineer shall have the right to remove then

at the contractor’s cost. If for any reason the dead-men are damaged

at the time of measurement the measuring or check measuring officer

shall estimate the quantity of earthwork at his discretion and such

estimate shall be final.

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2.0 ITEM NO. 2 : Dressing of road side shoulders and side slopes

including excavation, utpo 150mm thickness of filling upto required

lines grad with excavated stuff cutting shrubs and bushes, spreading

the excavated stuff and sectioning the road embankment to the

required line, level and slope etc. complete, as directed by the

Engineer–In-Charge. Watering and compaction of side slopes shall

be done with plate vibratory compactor. The item includes all costs

towards labour, material and machinery required to the work, all

payments toward the royalty, fees, taxes etc. shall be borne by the

contractor.

3.0 ITEM NO.3 : EMBANKMENT CONSTRUCTION :

Providing earthwork in embankment with approved materials

obtained from contractor's own source including all leads and lifts,

laying in layers, breaking clods, dressing to the required lines,

curves, grades, and section with watering and compacting with

Plate vibratory compactor etc. Complete. The item includes all costs

towards labour, material and machinery required to the work, all

payments toward the royalty, fees, taxes etc. shall be borne by the

contractor. Unless the Royalty payments are made to the Govt. of

Maharashtra no earthwork for embankment shall be permitted.

3.1 GENERAL :

The work shall include preliminaries of clearing site, setting out and

preparing the ground and thereafter forming embankment for the

road with approved materials obtained from Department land or

other sources, laying them in layers, watering and compacting to the

required density lines, curves, grades, cross section and dimensions

shown on the plan or as directed by the Engineer with due allowance

for shrinkage.

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3.2 CLEARING SITE :

The ground over which embankment is to be formed shall be cleared

of all brushwood, loose stones, vegetation, bushes, stumps and all

other objectionable materials, under this item. Roots of trees shall be

grubbed to a depth of at least 15 cm. below the original ground

surface and at least 30 cm. below the formation level whichever is

deeper. The holes dug up for grubbing roots etc. shall be filled with

excavated materials in layers of 15 cm. and compacted. Brushwood,

stumps, vegetation etc. shall be cut flush with the ground materials

obtained from clearing site shall be dealt with according to

specification No. Rd.2.2

3.3 SETTING OUT :

After the site is cleared, setting out shall be done as laid down in

Specification No. Rd.2.3. Profiles shall be set up with stout poles to

mark the centre and edges of the formation with the top levels of

formation clearly marked by paint or cut and the slopes with string

and pegs at every 80 metres on straight portion and 10 m. or less on

curves or as directed by the Engineer. Toe line may be marked with

pick marks. Longitudinal and cross section levels shall be taken

recorded and checked for measurements and signed by the

contractor or his representative.

All the materials and labour required for this item shall be supplied

and profiles, B.Ms. etc. put up by the contractor. These shall be

covered by the rate.

Profiles, pegs, bench marks and other marks shall be maintained

without any disturbance as long as they are required.

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3.4 MATERIALS :

After utilising, for the embankment all the useful and acceptable

materials obtained from the road cutting within the specified leads the

contractor shall obtained additional materials from borrow in

Departmental Land or from other suitable sources. Satisfactory soil

murum or a mixture of soil, sand, murum, gravel, small boulders or

rubble shall normally be acceptable. Soils having dry density less

than 1.60 gm./cc. shall not be used in embankments. Only the

materials considered suitable as above by the Engineer shall be used

for the bank. Rejected materials shall not be put into the bank nor

brought to the work site. Perishable materials such as stumps, pieces

of wood, roots, rubbish, etc. and such other materials as will effect the

stability of the embankment shall not be used. Soils with humus of

grass will be permitted to be used as surface covering for the bank

slopes to a thickness of not more than 30 cm.

The materials required for embankment shall be obtained in any of

the following ways provided the materials is suitable in the opinion of

the Engineer:-

a) From cuttings from nearby sections of the road as directed.

b) From excavation for improving sight distances in nearby curves

as directed.

c) By sectioning any adjacent Nallah or waterways as directed.

d) By excavating cuts to lead water way from the road.

e) By excavating side drains and catch-water drains.

f) From waste land outside the road land.

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g) From humps above the general ground level within the road

land.

h) From land acquired temporarily if any, outside the road land

i) From borrow pits in Departmental land when permitted and

from non Departmental and private lands when necessary.

The contractor shall follow the priorities fixed by the Engineer for

obtaining the materials from different sources.

All lifts and leads involved in conveying the materials to site shall be

included in the rate except when the materials from road cutting or

other excavation being paid separately are to be conveyed for use in

banks with different leads.

If the materials are to be obtained from non-Departmental and

private lands, the contractor shall make his own arrangements and

be responsible for payment for rents, compensation, royalty etc. and

shall not be entitled for extra claims.

The Department shall remain indemnified regarding any claims that

may be made by private owners in this respect.

If all the useful materials available from the road cutting are not used

and materials obtained from other sources are used instead by the

contractor for his own convenience, such materials shall be deemed

to have been obtained from the road cutting to the extent to which

useful materials were available for bank and shall not be paid for

under this item.

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3.5 EQUIPMENT S :

Pickaxes, crowbars, phawras and pans may be used for manual

work. Scrapers, dozers, graders, shovels, dumpers, trucks, trolleys ,

plate vibratory compactor etc. may be used for mechanised work.

Three wheel 8 tonne power roller or sheepsfoot roller giving a

pressure required to obtain the specified density may be used for

compaction. Bullock carts with tanks or mechanically driven tankers

may be used for watering.

3.6 CONSTRUCTION METHOD :

3.6.1 Diversion :

If diversions barricading and signals are found to be necessary, they

shall be provided as directed by Engineer-in-charge.

3.6.2 Preparing the ground for laying bank :

Before any material is laid for the bank the ground shall be cleared of

all rubbish etc. and the holes if any, filled up. When the embankment

is to be laid on hill sides or slopes, the existing slopes shall be

ploughed deeply. If the cross slopes are steeper than 1 in 3, steps

with reverse slope shall be cut into the slopes to give proper hold and

seating to the bank as directed by the Engineer. On surfaces flatter

than 1 in 15 no special surface treatment such as cutting steps shall

be necessary. The top 15 cm. of soil shall be scarified and watered if

directed and compacted to the same density as specified for the

embankment before any material is laid for the bank-work.

When the embankment is to be placed over an existing road or other

hard surface which is within 15 cm. of the finished formation, the

road or other hard surface shall be scarified to a minimum depth of

15 cm.

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The rate for embankment includes all the operations for preparing the

bed for laying the bank.

3.6.3 Laying the bank :

Embankment material shall be placed in successive horizontal layers

of 20 cm. to 30 cm. depth, extending to the full width of the

embankment including the slopes at the level of the particular layer

and 30 cm. more on both sides to allow compaction of the full

specified section. The extra loose stuff at the edges shall be trimmed

later after completion of the bank work without extra cost leaving the

correct section fully compacted.

Keeping the width of the bank initially less and widening it later by

dumping loose earth on the slopes shall not be permitted as the

additional width and slopes will remain loose and uncompacted.

Similar procedure to extend the embankment by dumping the

material longitudinally shall also not be allowed. When placing the

bankwork in 20 cm. to 30 cm. layers is not feasible as in water or

over slopes too steep to operate the construction equipment, the

embankment may be constructed in one layer to the minimum level at

which equipment can be operated and above such a level, the

embankment shall be made up in layers of specified thickness. When

boulders, broken stones and similar hard materials are mixed up with

the embankment materials care shall be taken to see that they are

distributed uniformly into the bank and that no hollows are left near

them. No stone or hard material shall project above the top of any

layer. Each layer of embankment shall be watered, levelled and

compacted as specified hereinafter, before the succeeding layer is

placed. The surface of the embankment shall, at all times during

construction, be maintained at such a cross fall as will shed water and

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prevent ponding. If bridges and culverts on the road are not

completed in advance of bankwork, a length of 15 m. to 30 m. bank

shall be left on each side of the structure and these lengths shall be

dealt with later for placing the bank work.

3.6.4 Watering :

If the bank material contains less than the optimum moisture water

shall be added to the material in the borrow pits or alternatively in the

loose layers of the embankment to bring the moisture uniformly upto

requirement. If some moisture is likely to be evaporated in transit or in

the bank before compaction adequate water in excess shall be added

to allow for the loss. If the material contains more than the required

moisture, it shall be allowed to dry until the moisture is reduced to the

required extent. If due to wet weather etc., the moisture content of the

soil cannot be reduce to the appropriate amount by exposure, bank

work shall be suspended till suitable conditions prevail without

contractor's claiming any compensation.

Water to be used shall be free of from harmful elements which may

cause heavy efflorescence etc., and approved by the Engineer. The

contractor shall make his own arrangement for getting adequate

quantity of acceptable water.

3.6.5 Compaction :

When a loose layer is levelled manually of mechanically and

moistured or dried to a uniform moisture content suitable for

maximum compaction, it shall be compacted by power roller, sheeps

foot rollers or vibratory roller or heavy hauling or dozing equipment.

It the density can not be improved on reasonable efforts, the work

may be accepted as substandard by the Engineer, if he thinks it not

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harmful for the purpose, at a reduce rate. Where the specified density

is imperative the work shall be removed and redone by the contractor

at his own cost to give the specified density.

Where the material allowed to be used is excessively stony or sandy

so that it will not compact to the required density where such material

is otherwise acceptable for embankment construction the Engineer

may waive the tests for stony or sandy portions where the required test

results are contained. Each layer shall be compacted fully before the

next layer is laid.

Watering and compaction of side slopes shall be done with plate

vibratory compactor.

Proper sequence of all component operation shall be maintained to

give individual progress.

To all for subsequent settlement, the finished level or of the

embankment may be kept higher than the specified level by 1 cm. for

each metre of the height of the bank and this, if provided, will be paid

for.

The hauling equipment, animals, labour etc., shall be made to go

over the bank as far as possible, to get the initial compaction. Care

shall be taken for getting good compaction behind abutments returns

and wings walls, etc.

Bank-work in areas not accessible to rollers such as those adjoining

bridges, culverts and other work, shall be carried out independently of

the main embankment and shall be have the layers placed in 10 cm.

to 15 cm. (about 4" to 6") height and each layer shall be moistened

and thoroughly compacted with mechanical or manual tampers.

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Embankment shall be brought up simultaneously in equal layers on

each side and compacted carefully to avoid unequal pressure etc.

3.7 PROTECTION :

Proper care shall be taken to ensure that the method of operation

and compaction of the bank-word does not cause damage or undue

strain to any structural element. Embankment over and around

bridges or culverts shall be of approved materials and carefully

placed and compacted. The contractor shall take all precautions

necessary for the protection of the bank-work by diversion of streams,

local surface drainage, rain water etc. likely to damage the bank.

Any damage to the bank-work due to no protection or inadequate

protection shall be made good by the contractor at his own cost.

Conveyance of materials shall not cause obstruction or nuisance to

the nearby property owners and traffic.

3.8 FINISHING :

The embankment shall be finished and dressed smooth and even in

conformity with the alignment, levels, cross- sections and dimensions

shown on the drawings with due allowance for shrinkage. On curves,

section shall be provided with super elevation and increased widths as

shown on the plans or directed by the Engineer. All damages caused

by rain, flood or any other reason shall be made good in the finishing

operations. The road land which shall be cleared of all debris and

ugly spots near camping areas etc. for which the contractor or his

men were responsible.

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3.9 MAINTENANCE :

The contractor shall be responsible for maintaining the bank-work

satisfactorily at his own cost till finally accepted including making

good any damages.

3.10 TESTS :

1) Tests shall be constructed to determine the maximum dry

density of the material to be used at optimum moisture content

by the Proctor method before starting the work.

3.11 ITEM TO INCLUDE :

1) Clearing site.

2) Setting out alignment including necessary labour and materials

and maintaining it as long as required.

3) Preparing the ground for laying the embankment.

4) Providing and maintaining diversions if necessary.

5) Obtaining the embankment materials including all lifts and leads

and laying the bank in layers, watering, compaction and tests

and Royalties, fees etc. if any.

6) Protecting and maintaining the bank.

7) Finishing the embankment.

8) All labour, materials, use of equipment, tools and plants

necessary for completing the work satisfactorily.

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3.12 MODE OF MEASUREMENT AND PAYMENT :

The contract rate shall be per cu. metre of the finished bankwork.

Measurements shall normally be taken by levelling sections and

chaining distances between them.

The measurements of the sections shall be limited to the dimensions

shown on the drawings or those ordered by the Engineer in writing.

The dimensions shall be recorded correct upto two places of decimals

of a metre. The sectional areas shall be worked out correct upto two

places of decimals of a sq.metre. The quantity shall be worked out

correct upto two places of decimals of a cu.m. by the average end

area method.

If outside materials have been used in the portions of the bankwork

where materials from cutting were to be used the outside material

shall be deemed to have been obtained from the cutting as specified

in those item and paid for under those items only.

No deduction shall be made from the gross volume for R.A. Bills as

well as Final Bill.

4.0 ITEM NO. 4 : Providing and laying pitching 230 mm thick with Precast

M-25 grade Cement concrete pin header of size 600 mm long with

150mm x150 mm at face and 200 mm x 200mm at toe @ 01 (One)

No. per sq.m. of pitching area the item includes filling interstices in the

joints with stone spalls of proper size and wedged in with hammers to

secure tight packing as directed, by the Engineer-in-charge etc.

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complete. The item includes all costs towards labour, material,

transportation to the site, taxes, all lead and lift etc. complete.

4.1 GENERAL :

The item provides for dry rubble stone pitching 230 mm (about 9”)

thick for the side slopes of road embankment. The item provides for

the supply of precast M-25 grade cement concrete pinheaders of the

specified size of stone at the toe of the pitching including excavation

in ground and fixing the precast M-25 grade cement concrete

pinheaders.

4.2 MATERIAL :

The rubble stones for pitching shall be sound, hard and durable and

fairly regular in shape. The depth of the stone shall be about equal to

the specified thickness of pitching of stone shall generally be not less

than 9.9 liters (about 1/3 cu. ft) or other size ordered by the Engineer

having regard to the nature of the stones being quarried. The smaller

size stone required extent and they shall not be used in two or more

thickness as a substitute for the stones of full thickness. Precast M-25

grade cement concrete pinheaders shall be of stones complying with

the specification No. A.8 and shall be of the specified type. They shall

have an average cross-sectional area not less than 0.03 sq.m. The

precast M-25 grade cement concrete pinheaders shall be at least

600mm. along with a face thickness of 200mm and a width of

200mm. or more the face. The top edges shall be dressed square or

rectangular and the bushing on top shall not exceed 40mm. and the

side shall be dressed square for 40mm. from top edge.

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4.3 PREPARATION OF THE BASE

The side slopes of road work shall be made up with murum and

trimmed to the required slope and properly compacted under this item.

Profiles shall be put up with pegs and strings at required intervals for

the pitching to ensure that are done true to line, curves, levels,

thickness and slopes.

4.4 CONSTRUCTION

A masonry toe wall or line of pin headers when necessary shall be

provided at the toe to support the pitching and shall be paid for

separately. The lowest course of pitching shall be started from the toe

wall or the line of pin headers at the toe of the slopes and the pitching

laid course by course up the slope.

The stones for the pitching shall be used after merely knocking out

weak corners and edges with a mason’s hammer. The stones shall be

laid closely in position on the prepared bed and firmly set with the even

face on top. The pitching shall be laid to lines, levels, curves and

slopes as indicated in plans or as ordered by the Engineer. Each stone

shall cover the full depth of pitching and shall be perpendicular to the

sloping bed. The stone shall be laid breaking joints as far as possible.

Additional murum bedding if required for getting proper slope, shall be

carried out simultaneously with each course pitching, watered, if

necessary and rammed.

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The interstices in the joints between adjacent stones shall be filled in

with spalls of the proper size and wedged in with hammers to ensure

tight packing. Such filling shall be carried out immediately after

packing larger stones and before the next upper layer is taken in hand.

The pinheaders shall be fixed securely at right angles to the bank slope

into the ground after excavating a trench of the required dimensions to

have their top face flush with the plane of the face of the pitching and

the lower edge flush with the ground. They shall be fixed close to each

other along the toe of the pitching and the trench backfilled and

compacted before pitching is started. The bed of the trench shall be at

right angles to the slope of the pitching.

4.5 FIXING :

The precast M-25 grade cement concrete pinheaders shall be fixed

securely at right angles to the bank into the ground after excavating a

trench of the required dimensions to have their top flush with the

plane of the face of the pitching and the lower edge flush with the

groove. They shall be fixed close to each other along the toe of the

pitching and the trench backfill and compacted before pitching is

started. The bed of the trench shall be at right angles to slope of the

pitching.

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4.6 ITEM TO INCLUDE :

i) Preparing the base and putting up profiles.

ii) Providing and Laying dry rubble stone pitching of the specified

thickness to line, curves, slopes and levels including preparing

base, making up trimming and compacting the bed and hand

packing. Providing and fixing precast M-25 grade cement

concrete pinheaders including excavation, fixing them securely,

backfilling etc. complete.

iii) All labor, materials and use of tools and plant necessary for the

satisfactory completion of the item.

iv) Repairing disturbed pitching, if any within three months of

completion.

4.7 MODE OF MEASUREMENT AND PAYMENT:

The contract rate shall be for one sq.metre of finished pitching with

precast M-25 grade cement concrete pin headers. The dimensions

shall be measured correct up to a cm. and the area worked out correct

up to the second place of decimal of a sq. metre.

5.0 ITEM NO. 5 : Providing flush pointing with grooves in cement

mortar 1:3 to the dry rubble stone pitching including necessary

scaffolding and curing etc. complete. The item also includes all

necessary costs towards the labour, material, all lead and lifts,

taxes, transportation to site and testing etc. completed.

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5.1 GENERAL

The specifications given for Item No. Bd. L-15 of Red Book for cement

pointing shall apply subject to following changes.

5.2 The joints shall be filled with mortar of the specified mix and required

consistency and well pressed and rubbed smooth with the mortar

projecting beyond the face of the stones joint by half the thickness of

the joint. The protruding strip of the pointing shall have its center line

coinciding with the center line of the joint. The width of the protruding

strip shall be equal to the specified thickness the joint in the stones or

as directed by the Engineer. The width and depth of projection shall be

uniform throughout. The junctions of horizontal and vertical joints shall

be finished neatly. Where joints are not horizontal or vertical, the

pointing shall be made along the centre line of actual joints to uniform,

width and depth of minimum 5 cm. or as directed and the junction of

pointing made neatly. The mortar shall not spread over the adjoining

stones.

5.3 INDIAN STANDARDS

Work shall be carried out as per Bureau of Indian Standards and

Code of Practices. In absence International Standards shall be

followed. These shall be latest issue. List given hereunder is not to be

considered as conclusive and is for reference and guidance only. Any

discrepancies / conflict noticed shall be directed to the Engineer for his

direction/approval. However as a general rule more stringent

specification shall take precedence.

(1) BIS 1121 Methods of test for determination of strength

properties of natural building stones.

Part 1 Compressive strength

Part 2 Transverse strength

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Part 3 Tensile strength

Part 4 Shear strength

(2) BIS 1124 Methods of test for determination of water

absorption apparent specific gravity and porosity

of natural building stone.

(3) BIS 1127 Recommendations for dimensions and

workmanship of natural building stones for

masonry work.

(4) BIS 8112 Specification for Ordinary Portland Cement 43

grade.

(5) BIS 12269 Specification for Ordinary Portland Cement 53

Grade.

(6) BIS 1489 Specification for Portland Pozzolana cement

(7) BIS 1597 Code of Practice for Part 1 construction of stone

masonry : Rubble stone masonry

(8) BIS 27 Handbook of method of measurement of building

works.

(9) BIS 2185 (Part-I) Precast Cement Concrete Blocks.

5.4 MATERIAL

5.4.1 Cement

Cement shall be ordinary Portland cement conforming to BIS. Approved

blended cement (Portland Pozzolona Cement) shall be used for pointing.

It shall be received in bags of 50 kg (or in bulk carriers in case of storage

in silos) and each batch shall be accompanied with a test certificate of the

factory. Also it shall be tested before use to ascertain its strength, setting

time, etc. In case cement has been stored for over 6 months from date of

manufacturer or for any reasons the stored cement shows signs of

deterioration or contamination, it shall be tested as per the direction

of the Engineer prior to use in the works.

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5.4.2 Fine aggregate

Natural sand deposited by stream or glacial agencies as a result of

disintegration of rock is the best form of fine aggregate. The fine

aggregate shall conform to following standards.

(i) For plain and reinforced concrete BIS 383 Specification for

coarse and fine aggregates from

natural sources for concrete.

(ii) Mortar and grout BIS 2116 Specification for sand

for masonry mortars.

Sea sand should not be used unless approved by the Engineer. If

approved, the required treatment shall be done at the contractor's cost.

Sand shall be hard, durable, clean and free from adherent coatings and

organic matter and shall not contain any appreciable amount of clay.

Sand shall not contain harmful impurities such as iron, pyrites, coal

particles, lignite, mica shale or similar laminated material, alkali, and

organic impurities in such form or quantities as to affect the strength or

durability of concrete or mortar. Also it should not contain any material

liable to attack the steel reinforcement.

When tested as per IS 2386 Part I and Part II, fine aggregate shall not

exceed permissible quantities of deleterious materials.

Fine aggregate shall be thoroughly washed at site with clean fresh water

such that the percentage of all deleterious material is within the

permissible limits laid down.

Aggregate shall be stored in such a way that it does not get mixed with

mud, grass, vegetables and other foreign matter. The best way is to have

a hard surface platform made out of concrete, bricks or planks. It

should be to the approval of the Engineer.

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5.4.3 Water

Water used for mixing and curing shall be clean, reasonably clear and

free from objectionable quantities of silt, oils, alkalis, acids, salts so as not

to weaken mortar, or concrete or cause efflorescence It shall be free of

elements, which significantly affects the hydration reaction or otherwise

interferes with hardening of concrete during curing, or those elements

which produce objectionable stains or deposits. Potable water is generally

satisfactory but it shall be tested prior to use in the works.

Water tested shall be in accordance with IS 3025. Maximum permissible

limits of deleterious materials in water as given in IS 456.

5.4.4 Mortar

The cement, sand and water used shall meet the Indian Standards

specifications.

Mortars shall be prepared by mixing fine graded aggregate with cement

in the proportion specified for respective items of work. Mixing of mortars

shall be done by mechanical mixers or by hand mixing. Hand mixing shall

not be permitted.

Mortars shall be specified by proportion. Volumetric mixing shall be

based on dry volumes of each ingredient. For convenience, measurement

shall correspond to volume of one cement bag i.e. 0.035 cu m. Boxes

shall be of size 40 X 35 X 25 cm. These shall be marked as mortar mixing

boxes by red paint and shall be used throughout the contract. Mechanical

mixing proportions shall be done with the use of these boxes.

Cement mortar shall be prepared by mixing cement and sand in specified

proportions. Proportioning shall be carried out as detailed above. Sand

shall be added suitably to allow for bulkage if required. Bulkage shall be

determined as specified in IS 2386 Part III. Cement and sand added to

mixer shall be thoroughly mixed and water shall be added to it gradually.

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After addition of water the mixer shall run for a minimum of 3 minutes.

The mortar mixed shall be consumed within 30 minutes of its mixing.

5.4.5 Protection and Curing

Green work shall be protected from rains by suitable covering. Dry rubble

stone pitching with pointing in cement mortar shall be kept constantly

moist on all the faces for a minimum period of seven days. Care shall be

taken not to disturb or wash out green mortar.

5.5 MODE OF MEASUREMENT & PAYMENT

The contract rate shall be for one sq.mt. of finished pitching with pointing.

The dimensions shall be measured correct upto the second place of decimal

of a sq.metre.

6.0 ITEM NO. 6 : Providing & laying dry trap rubble stone masonry in foundation

for toe wall with Precast M-25 grade cement concrete header of required

length with face area equal to 200 mm x 200mm on both sides @ 2 (Two)

No. / Sq.m. of face area etc. complete as per drawing or as directed by

Engineer-in-charge. Incase proper dimensions and shape is not achievable at

site for this work then cement mortar (1:6) shall be used to achieve proper

shape and size, dimensions at no extra cost to CIDCO Ltd. The Item includes

all cost towards labour, material, machinery required for the work,

transportation to the side, payment towards royalty, fees all taxes, cess etc.

complete. The item includes all costs towards necessary Dewatering by all

means and upto any extent of water accumulated from any source.

6.1 GENERAL –

The item provides for the dry rubble stone masonry of the specified type of

stone for the foundation erosion control measure etc., including scaffolding

etc., complete. The item includes providing and laying precast M-25 grade

cement concrete Headers (through stones).

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The dry rubble stone masonry shall conform to the specification No. B9(k)

for U.C.R. masonry except for the following deviations:-

(1) The masonry shall be without mortar (i.e. dry).

(2) The quoins may be dressed like khandkies on the face and need

not be rough tooled.

(3) The spaces between larger stones shall be filled with spalls as

tightly as possible.

6.2 Dry Rubble Masonry

Masonry constructed by selecting stones from quarry, more or less at

random, of all sizes and shapes. Cutting of stones restricted to remove

inconvenient corners with scabbling or spelling hammer.

6.2.1 Construction

1. Individual stones shall have thickness and width of not less than

150 mm and length not less than 1.5 times its height. Stones shall

be dressed with a mason's hammer by knocking off weak corners

and edges.

Face stone shall be so dressed that bushing on the exposed face

shall not project by more than 40 mm from the general wall

surface. In case plastering is to be done, projection shall be limited

to 19 mm and depression to 10 mm.

50% stone shall be 0.010 Cu.m. (10 litres) in walls upto 500 mm.

Walls thicker than 500 mm shall have 50% stone bigger than

0.015 cu m (15 litres).

2. Bond or through stones or headers shall be 2 pieces (nos.) per

Sq.m., face area shall be 0.04 Sq.m. and for full width of masonry

for walls upto 600 mm stones shall be marked distinctly.

3. For massive work with a width of a metre and above, vertical

headers 450 mm long or with a depth of two courses whichever is

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more shall be provided at the rate of one for every sq m of area in

the plan.

4. Quoins (corners) shall be dressed square to the face and rough

tooled to 100 mm from face, and vertical joints dressed to 40 mm

from face. No quoins shall be smaller than 0.025 Cu.m. in

volume and they shall also not be less than 300 mm in length,

25% of them being not less than 500 mm in length.

5. Hearting stone shall not be less than 150 mm in any direction. In

walls upto 500 mm a minimum of 30% stone shall be

0.010 Cu.m. (10 litres). For thicker walls minimum 30% stone shall

be 0.015 Cu.m. (15 litres).

6. For walls upto 600 mm, a line of headers shall be provided as

specified for bond.

7. A plum stone at about 900 mm intervals shall be provided.

8. Stones shall be laid with or without courses as specified. Quoins

shall be laid header and stretcher alternatively. Laying shall be

carefully done to form neat and close joints. Face stone shall

extend and bond well in the back. These shall be arranged to

break joints.

6.3 Stone

Stone to be used in masonry shall be trap, granite, quartzite, gneiss,

laterite or any other type of good stone or as approved by the Engineer.

For all practical purposes good trap, granite, quartzite or gneiss shall be

used.

All stones shall be free from defects like cavities, cracks, sand holes, flaws,

injurious veins, patches of loose or soft materials, etc. The percentage of

water absorption shall generally not exceed 5%.

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The strength of building stones should be adequate to carry the loads

imposed. Table 1 of IS 1597 gives the minimum crushing strength of

approved stones. Minimum strength shall be 200 kg/Sq.cm. unless

specified otherwise.

Stones used shall be small enough to be lifted and placed by hand.

Length of the stones shall not exceed three times their height, and the

breadth of the base shall not be greater than three-fourths of the thickness

of wall or less than 150 mm. The height of stones for rubble masonry

may be upto 300 mm.

Stones with round faces shall not be used.

6.4 Item includes

6.4.1 The various items shall include the cost of the followings, irrespective of

whether it is stated in the “Schedule-A” or not.

a) Material and labour for proper execution as per specification and

site requirement including temporary erections like scaffolding,

centering, shuttering and removal of the same. Curing and

protection shall also be included as directed. All necessary

dewatering to keep the area dry till completion of the work.

b) Cleaning of stone surfaces.

c) Preparing tops and sides of existing walls.

d) Precast M-25 grade cement concrete Headers, Through stones or

Bond stones @ 2 (two) Nos. per sq.m.

e) Extra labour involved in dressing of corner stones and jamb-stones

wherever required.

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f) Making holes, openings, outlets, etc. embedding pipes, whatever

required during construction and neatly finishing the exposed

surfaces and opening as per instructions of the Engineer.

6.5 MODE OF MEASUREMENT AND PAYMENT :

The quantity of Dry rubble masonry work to be paid under this item

shall be in number of cubic metres of the finished work including

quoins. etc., and with the limiting dimensions not exceeding those

shown on the plans or as fixed by the Engineer-in-charge. The contract

rate shall be based on a unit of one cum. of finished masonry.

Dimensions shall be measured and individual quantities calculated

correct upto two places of decimals of a metre and cubic metre

respectively on the drawings or as directed by Engineer-in-charge will

not be measured and paid. The linear dimension shall be measured

and total quantity worked out correct upto two places of decimals of a

metre and cum respectively. There shall be no deduction for voids.

7.0 ITEM NO.7 : Providing and laying dry trap rubble stone soling of

specified thickness including hand packing with 80mm metal and

rubble chips, filling up the voids with stone grit, to the required line,

curve, grade and section, watering and hand packing and compacting

the same with plate vibrator etc. complete. A thin layer of murum shall

be spreaded on for filling up the voids. The item includes all Necessary

costs towards labour, all lead and lifts, material and machinery

required for the work. The item also includes all payments towards the

royalty fees, taxes etc. shall be borne by the contractor.

7.1 GENERAL :

The item provides for supply of dry trap rubble stone for soling and labour

for laying of specified type of stones in the specified thickness including

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preparing the subgrade to proper section by scraping, dressing, watering

& compaction with vibratory roller etc. and hand packing the rubble chips

to the required line, curve, grade and section.

7.2 Diversion :

When the traffic can be allowed on the road side berms without much

inconvenience to traffic or impediment to the work, this shall be provided

by the contractor at his own cost. He shall provide the necessary

barricading, warning boards and signals and watchmen by day and red

lights at night and comply with relevant provisions of specification No.

BR.1 of Red Book. Otherwise, a separate diversion shall be provided

according specification No. BR. 1 of Red Book.

7.3 Materials :

The stones to be used shall be broken rubble with fairly regular shape and

free from weathered, soft and decayed portion. The rubble shall be of

sound stones of the type mentioned in the item and selected for their

larger size. Stones shall be of the full height of the soling and length and

width shall not generally exceed 2 times the height. The stones to be used

for wedging in the joints between larger stones, shall be chips of the

largest size possible to fit in the interstices. All sound and suitable rubble

obtained from the foundation excavation and approved by the Engineer-

in-charge shall be necessarily made use of first unless otherwise directed.

7.4 CONSTRUCTION :

7.4.1 Preparation of sub-grade :

The sub-grade shall be marked by stakes and strings for the required

width for laying of the soling in line, curve, section and grade with

reference to the centre line. The edge line stakes shall be ranged for a

sufficiently long length to obtain straight lengths and uniform curves. The

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contractor shall clear off the area and do the necessary trimming or filling

for laying of the soling in line, curves, grades and section. All fillings shall

be watered and compacted to get maximum consolidation. The camber,

super elevation etc. of the sub-grade shall conform in shape to those of

the finished road surface and if in any section the road surface is loose,

undulating or uneven, the contractor shall at his own cost make it up with

suitable material, water and compact it and obtain the correct section.

Camber boards shall be used to get the required section.

The bed on which rubble filling is to be laid shall be cleared of all loose

materials, leveled watered and compacted and got approved by the

Engineer-in-charge before laying rubble soling.

Rubble soling shall be laid to the specified thickness closely packed by

hand and firmly set with their broadest face downwards. The interstices

between adjacent stones shall be wedged in with stones of the proper size

and shape and well driven in with wooden mallets to ensure a tightly

packed layer. Such wedging shall closely follow the placing of the larger

stones. After hand packing and wedging, compaction of the soling shall

be done thoroughly with logrammers. Adequate care shall be taken by the

contractor while laying and compacting the rubble soling to see that the

masonry or any part of the structure is not damaged. Rubble soling shall

be started only after the masonry is fully cured.

7.4.2 Laying Soling :

The rubble collected by the roadside shall be laid with the largest face

downwards and in contact with each other. the stone shall break joint as

far as possible. The full thickness of the soling shall generally be made

with one stone only. The junction of the old road and the new construction

shall be diagonal in plan and the soling shall be in level with the

corresponding course of the road.

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Unless otherwise provided in the plans or directed by the Engineer, the

width of the soling shall be variable. more than that of the metal above.

7.4.3 Hand - packing :

As the laying of rubble advances the soling shall be hand packed by

wedging and packing with 80 mm metal coed for the purpose in the joints

of the soling and driving them by hammers in place so as to fill the voids

as completely as possible. This operation of hand packing shall follow the

rubble laying closely.

The soling shall be laid and hand packed true to grade and section and

these shall be often checked by boning rods, template boards and fish

line etc. The grades, section etc. of the soling shall correspond to those of

the surfacing coming on it.

The soling thus laid shall be finished by knocking out projecting stones

and filling depressions by chips to come up to the grade and camber.

7.5 ITEM TO INCLUDE :

1) Setting out including labour and materials like stakes, strings, fish

line, boning rods, and camber boards.

2) Diversion, barricading, signaling and controlling traffic if necessary

unless separately provided in the tender.

3) Conveying the rubble stones from stacks on the roadside and

laying the soling to the required line, curve, grade and section

including clearing, sectioning, dressing grades and section and

compacting the section, breaking rubble and hand packing with 80

mm metal, filling the voids with rubble chips, sand stone screening

etc.

4) All labour, materials and use of equipment and tools required for

carrying out the work satisfactorily.

5) Any other incidental charges to complete the work as per

sanctioned plan.

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7.6 MODE OF MEASUREMENT & PAYMENT :

Rubble soling shall be measured in cubic metres limiting the dimensions

to those shown on the drawings or as directed by the Engineer-in-charge.

The dimensions shall be measured correct to two places of decimals of a

metre and quantities worked out correct to two places of decimals of a

cubic metre. No deduction shall be made for voids.

The contract rate shall be for a unit of one cubic metre.

If suitable rubble is available from excavated material it shall be issued to

the Contractor at the rate mentioned in Schedule – A and if there is no

such provision the rate to be charged shall be that occurring in the

Divisional Schedule or at a mutually agreed rate if there is no such rate in

the Divisional Schedule. Such rubble shall be used first and only

additional rubble required shall be brought from outside, unless otherwise

directed.

Signature of Tenderer

Date :

Chief Engineer (Special Projects)

Date :

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LIST OF APPLICABLE B.I.S. CODES AND

OTHER SPECIFICATION

Sr. No.

Particular of Material Relevant code No.

1. Ordinary Portland Cement 43 Grade B.I.S : 8112

2. Ordinary Portland Cement 53 Grade B.I.S : 12269

3. Portland Pozzolana Cement B.I.S. : 1489

4. Aggregate from Natural Sources for

Concrete and Mortar

B.I.S. : 383

5. Standard Specifications for Buildings

Vol-I and Roads Vol-II (Red Book)

Published by B & C

Department, Edition

1964

6. Precast Cement Concrete Blocks B.I.S. : 456 – 2000 and

B.I.S. : 2185 (Part-I)

Signature of Tenderer

Date :

Chief Engineer (Special Projects)

Date :

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LIST OF APPROVED MAKES AND

BRANDS OF MATERIALS The Contractor should distinctly understand that it will not be their prerogative to

insist on using a particular make/brand from amongst the approved ones. The final

selection will have to be done with the approval of Engineer-in-charge. The

provision will apply where contractors do not state their choice of materials while

submitting tenders. The list given below is only indicative and not restricted to

brands mentioned. Other equipment brands may be approved at the discretion of

the Engineer-in-charge.

Sr. No.

Material Type

Make/Brand

1. Construction

Chemicals

Flowcon 21, M/S BASF Construction

Chemicals (I) Pvt. Ltd., Sunanda Speciality

Coating Pvt. Ltd., M/s. Construction Industry

Chemicals, Pidilite Industries Ltd., M/s. Tulsi

Chemicals & Paints Pvt. Ltd.

1. Cement O.P.C. 43 grade The India Cement Ltd., Ultratech Cement,

Binani Cement Ltd., ACC, Vasavdatta

Super, Gujrat Ambuja, Rajashree Cement

O.P.C. 53 grade The India Cement Ltd., Ultratech Cement,

Sanghi Industries Ltd., Binani Cement Ltd.,

Vasavdatta Super, Gujrat Ambuja,

Rajashree Cement

P.P.C. The India Cement Ltd., Ultratech Cement,

Binani Cement Ltd., Vasavdatta Super,

Gujrat Ambuja, Rajashree Cement

Signature of Tenderer

Date :

Chief Engineer (Special Projects)

Date :

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SPECIAL NOTE (UNDER SPECIAL CONDITIONS OF CONTRACT)

1.0 WASHOUT AND SINKAGE :

No extra and/or compensation is payable separately due to tidal effort,

washout, submergence and sinkage. The Contractor’s quoted percentage

should be inclusive of all such factors.

2.0 APPROACHES TO THE SITES :

The Contractors shall have to make his own arrangement for necessary

approaches to the work sites. If it is necessary to cross the different pipe

lines, railway lines, the agency will have to approach the respective

Departments to obtain their permission for crossing in writing. The agency

will have to bear necessary expenditure raised by the Departments.

3.0 Subletting contracted work, power of attorney to any financial

organization in respect of due payment on behalf of Contractor shall not

be accepted by the Corporation.

Signature of Tenderer

Date :

Chief Engineer (Special Projects)

Date :

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Name of Work : Providing erosion control measures to the side slopes of the

embankment of the Coastal Road from NH-4B near Navghar to

Sector-63 at Dronagiri Node, Navi Mumbai.

C.A. No. : 01/CIDCO/EE(SP)/2012-13

LIST OF DRAWINGS Sr. No.

Particulars Drawing No.

1. Structure Plan of Dronagiri Node 01/CIDCO/EE(SP)/2012-13

2. Typical cross section showing details of

pitching

02/CIDCO/EE(SP)/2012-13

3. Development Plan of Navi Mumbai Enclosed

Note : 1) These drawings are for Tender purpose only.

Signature of Tenderer

Date :

Chief Engineer (Special Projects)

Date :

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NAME OF WORK :

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