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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. prnatesh@gmail.com 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.
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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.
CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13
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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
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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 __________________
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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 :
CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No. C.A.NO.01/CIDCO/EE(SP)/2012-13
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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
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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 :
C.A. NO. :
DRG. NO. :
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CITY AND INDUSTRIAL DEVELOPMENT
CORPORATION OF MAHARASHTRA LTD.
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