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Tender Value
₹68.0 L
EMD Value
₹68,050
Closing Date
31 Jan 2026, 6:00 pmClosed
CITY ENGINEER ( I/C)
EXTENTION WORK OF SCHOOL NO.69 AND SCHOOL NO.82/83 IN WARD NO.13 THIRD ATTEMPT
265215
RMC/ENGG/CZ/25-26/13-2
Open
Civil Works
Works
Rajkot
13 documents required · 12 mandatory · 1 optional
₹3,000
Rajkot Municipal Corporation
₹68,050
15 Jan 2026
15 Jan 2026
15 Jan 2026
31 Jan 2026
15 Jan 2026
5. Opening of Technical Bid (If possible) 09-02-26 at 11.00 Hrs. onwards
6. Verification of submitted documents 10-02-26 at 11.00 Hrs. onwards
(EMD, e - Tender fee, etc.)
7. Agency to remain present with original 11-02-26 between 16.00 to 17.00 Hrs.
documents for verification
8. Opening of Price Bid (For Technically 12-02-26 at 11.00 Hrs. onwards
qualified bidders only If possible)
9. Bid Validity 120 Days
ADDL. CITY ENGINEER
RAJKOT MUNICIPAL CORPORATION
DR. AMBEDKAR BHAWAN
CENTRAL ZONE, DHEBARBHAI ROAD,
RAJKOT - 360001 (GUJARAT)
RAJKOT MUNICIPAL CORPORATION
BID DOCUMENT FOR
કરવા ુ ં કામ.( 3rd attempt)
Section-1 Invitation to Bid, Instructions to Bidders
Section-2 General Conditions of Contract
Section-3 Technical Specifications
Bill of Quantities (With Price )
Statement showing the details of abbreviations
Full Form Abbreviation
ADDL. CITY ENGINEER ACE
Operation and Maintenance O&M
Net Present Value NPV
Engineering Procurement and Construction EPC
Paschim Gujarat Vij Co. Ltd. PGVCL
Critical Path Method CPM
Reinforced Cement Concrete RCC
High Ground Level Reservoir HGLR
Bureau of Indian Standard BIS
American Water Works Association AWWA
American Petroleum Industries API
Million Liter per Day MLD
High Yield Strength Deformed bar HYSD
Corrosion Residence Steel CRS
Ordinary Portland Cement OPC
American Standard for Testing of Material ASTM
Flux Compensated Magnetic Amplifier FCMA
Cost Insurance and Freight CIF
Free On Board FOB
INVITATION FOR BIDS
RAJKOT MUNICIPAL CORPORATION
e- TENDER NOTICE
The e-Tenders are invited with two bid system by e-Tendering from the experienced
contractors registered in GWSSB / State Government / Central Government / Semi
Government in appropriate class for below mentioned work:
a) Estimated cost in Rs.
No of work c) E-TENDER fee
d) Time limit for
completion of work
1 a) Rs.68,04,542/- Without GST
E-TENDER No.RMC/ENGG/CZ/25-26/13-2
Milestone dates for e-tendering is as under
1. Downloading of e-documents 15-01-26 To 31-01-26 upto 17.00 Hrs.
2. Pre-bid meeting in the 21-01-26 at 11:00 Hrs
Engineer at CENTRAL ZONE
3. Last date for online submission of e - 31-01-26 upto 18.00 Hrs.
4. Submission of EMD, Tender fee and 07-02-26 upto 18.00 Hrs.
other documents for verification
by Regd. Post.A.D. / Speed Post
5. Opening of Technical Bid (If possible) 09-02-26 at 11.00 Hrs. onwards
6. Verification of submitted documents 10-02-26 at 11.00 Hrs. onwards
(EMD, e - Tender fee, etc.)
7. Agency to remain present with original 11-02-26 between 16.00 to 17.00 Hrs.
documents for verification
8. Opening of Price Bid (For Technically 12-02-26 at 11.00 Hrs. onwards
qualified bidders only If possible)
9. Bid Validity 120 Days
1. The e-tender fee will be accepted only in form of Demand Draft in favor of
"Rajkot Municipal Corporation "Rajkot, payable at Rajkot from any
Nationalized Bank or Scheduled Bank (except Co-operative Bank) in India and
must be delivered to above address.
2. All bidders must submit Bid security(EMD)as above either directly deposited
in ICICI Bank Account No.015305010638 (Rajkot Municipal Corporation) IFSC
Code ICIC0000153 or submit at the below mentioned address in form of
Demand Draft in favour of "Rajkot Municipal Corporation", Rajkot, from any
Nationalized Bank or Scheduled Bank (except Co-operative Bank) in India.
Bank Guarantee will also be accepted.
3. Submission of required documents shall have to be done at the below
mentioned address:
Office of the ADDL. CITY ENGINEER
Rajkot Municipal Corporation,
DR. AMBEDKAR BHAWAN,
CENTRAL ZONE Office,
DHEBARBHAI ROAD,
Rajkot-360001 (Gujarat)
4. The prequalification requirement is as under:
1. Financial Criteria:
2. The Bidder must have achieved a minimum annual turnover in
anyone year over the last seven financial years of the annual value
of contracts value.
3. The Bidder should give undertaking that he has access to or has
available, liquid assets and/or credit facility equal to 25% of the
value of the contract / contracts applied.
4. Available Bid Capacity (ABC) must be more than the estimated
Available bid capacity (ABC) = (Ax N x 2)–B, where,
A = Maximum of updated total amount of work executed in any one
A = Maximum of updated total amount of work executed in any one
year of the last seven financial years.
B = Amount of the existing commitments and ongoing works to be
discharge during time interval of N years from the bid due date.
N = Number of years prescribed for completion of the proposed works
5. Bidder must have minimum “D” Class registration.
ii) Experience Criteria:
The bidder should posses following minimum experience :
1 Bidder should have completed OR substantially completed at least
one similar nature work of 40% of tender amount either in
Government or Semi- Government or Government Autonomous
Body as a main contractor in period of last seven years.
i) Substantially completed works means those works which are
completed at least 90% of original contract price on the date of
submission of this tender and execution is satisfactory.
ii) The work may have been executed by the applicant as prime
contractor or as a member of a joint venture. In case a project
has been executed as a joint venture, joint venture proportion
will be taken into consideration.
2 Bidder should have enough machinery and experienced personnel to
supervise the work.
Note: Enhancement factor at 10 % per year will be applicable to arrive at
average annual turnover and finalize the magnitude of work done in last
Sr Year Enhance factor
1 Current Year (2025-26)
2 Current Year - 1 (2024-25)
3 Current Year - 2 (2023-24)
4 Current Year - 3 (2022-23)
5 Current Year - 4 (2021-22)
6 Current Year - 5 (2020-21)
7 Current Year - 6 (2019-20)
8 Current Year - 7 (2018-19)
3 For Financial and Experience criteria, the estimated cost of
Rs. 68,04,542/- will be considered.
5. Bidder has to quote their rates without GST and including other taxes. The
invoice should be submitted by contractor showing the breakup of GST in the
bill. GST will be paid extra at the prevailing rate at the time of execution.
6. The contractor shall have to purchase the material required for this tender
work, only from the supplier having registered GST Number. RMC will not be
responsible to pay any amount towards GST if the material is purchased
from the unregistered supplier / not having GST Number.
7. After opening of Technical Bid, the procedure for the pre-qualification shall be
adopted and the Price Bid of only successful qualified bidder shall be opened
for final evaluation of the contract. The decision of Municipal Commissioner
regarding the pre-qualification shall be final and binding to all the bidders.
8. The Tender of those bidder(s) those who fails to produce the required
documents physically within the stipulated date and time, will be treated as
non responsive and their Price Bid will not be opened.
9. The bidder should not have been Black Listed, suspended, terminated, backed
out, debarred & delisted by any Municipal Body / Urban Local Body /
Development Authority in any State Government Body or undertaking / any
department or undertaking of Government of India, since inception of the firm
/Company. Such a case will be rejected out rightly. A Declaration in this
regard on Rs.300/- Stamp Paper duly Notarized shall have to be submitted as
per Annexure along with the tender documents. Submission of the bid
document without such Notarized declaration will be rejected out rightly.
10. The bidder should provide accurate information on any litigation history or
arbitration resulting from contracts completed or under execution by him
over the last ten years. This should also include such cases, which are in
process / progress. A consistent history of awards against the bidder may
result in failure of the bid. In case the bidder has not provided such
information and has come to the notice of the authority, the tender will be
rejected at what so ever stage and in such case all the losses that will arise
out of this issue will be recovered from the Bidder/bidder and he will not
have any defense for the same.
11. Joint Venture is not permitted for this tender.
12. Conditional Tenders will be out rightly rejected.
13. If no agency remains present and are no points for Pre bid meeting, “NIL”
minutes to be considered and the same will not be uploaded.
14. Rajkot Municipal Corporation, Rajkot, reserves the right to accept/reject any
or all e-tender(s) without assigning any reasons thereof.
ADDL. CITY ENGINEER
Rajkot Municipal Corporation
CHECK LIST FOR SUBMISSION OF DOCUMENTS (ONLINE AND OFFLINE)
The bidder must submit the relevant documents as per below:
Sr Document Name ONLINE OFFLINE
No SUBMISSION SUBMISSION
1 Tender Fee & EMD
2 Agency Registration Certificate --
3 GST Registration --
4 PAN Card --
5 PF Registration --
6 ESIC Registration --
7 Labour License & CESS As per Prevailing Govt. --
Registration Rules
8 Non-Blacklist Declaration on Rs-
300 Stamp (Fresh)
9 Turnover Certificate from CA --
10 Work Experience Certificates --
11 Working Capital Certificate from --
12 Available Bid Capacity Certificate --
with Sign & Stamp of CA (For
Work more than Rs.1 Crore)
13 Other documents, if any --
Note: The bidder must submit all relevant documents as per qualification criteria
and tender conditions. No correspondence to the agency will be done for shortfall
Original documents to be brought by bidder/authorized person for verification on
the date and time as communicated by engineer-in-charge. Successful bidder to
submit hard copy of tender documents including addenda/Corrigendum, if any and
other supportive documents as required in this tender, duly stamped & signed on all
ADDL.CITY ENGINEER
Rajkot Municipal Corporation
Signature of contractor with seal
Check List for submission of Documents Tab
Tender Fee submitted as per Tender Yes/No
Tender Earnest Money Deposit Yes/No
submitted as per Tender
Registration documents submitted Yes/No
as per tender requirement
Financial Details:
Turnover details submitted as per Yes/No
Working Capital as per requirement Yes/No
of tender is submitted
Experience Details:
Details of Technical Staff and details Yes/No
of machineries submitted
Address proof submitted Yes/No
Identity proof submitted Yes/No
Fresh Declaration on Non-Judicial Yes/No
Stamp Paper regarding not black
listed or Terminated or Debarred, is
Professional Tax (Current Year) Yes/No
PEC & PRC (Current Year Receipt & Yes/No
Over and above, the agency shall also have to submit all other
necessary documents as may be required for pre-qualification,
failing which, the agency will be treated as Non-responsive and will
be DISQUALIFIED and also the online price bid of such agency will
Signature of contractor with seal
INSTRUCTIONS TO BIDDER
The contract documents may be secured in accordance with the Notice Inviting E-
TENDER for the work called. The work shall include supply of materials necessary for
construction of the work.
IT 2. INVITATION TO E-TENDER
The Rajkot Municipal Corporation hereinafter referred as the Corporation will receive
e-Tenders for the work of as per the specifications and schedule of prices in the e-
Tender document. The e-Tenders shall be opened online as specified in the e-Tender
notice in the presence of interested Bidders or their representatives. The Corporation
reserves the right to reject the lowest or any other or all e-Tenders or part of it
which in the opinion of the Corporation does not appear to be in its best interest, and
the Bidder shall have no cause of action or claim against the Corporation or its
officers, employees, successors or assignees for rejection of his e-Tender.
IT 3. LANGUAGE OF E-TENDER
E-TENDERs shall be submitted in English, and all information in the e-Tender shall
also be in English, Information in any other language shall be accompanied by its
translation in English. Failure to comply with this may make the e-Tender liable to
IT 4. QUALIFICATIONS OF BIDDERS
A. The Bidders shall abide by the laws of the Union of India and of Gujarat State and
legal jurisdiction of the place where the works are located.
B. The Bidder shall furnish a written statement of financial and technical parameters
withdetails and documents along with his e-Tender which contains namely as below:
i. The Bidder’s experience in the fields relevant to this contract.
ii. The Bidder’s financial capacity/resources and standing over at least 7 (Seven)
iii. The Bidder’s present commitments (Jobs on hand).
iv. The Bidder’s capability and qualifications of himself and his regular staff etc.
v. Plants and Machinery available with the Bidder for the work e-Tendered.
C. Joint venture: (N.A.)
D. For the work mentioned above Joint Venture shall be allowed with maximum
number of partner two, however all the fees, guarantee amount etc will be in the
name of lead partner.
E. In Joint Venture, the lead partner as well as any other partner should have
experience of similar nature of work, minimum 15 % of the estimated cost.
In case of Joint venture the tender evaluation will be as under :
The finance of each partner will be consider proportionate to their share in the Joint
venture agreement.
The experienced of each partner will be added in the tender evaluation.
Bids submitted by a joint venture of two firms as partners shall comply with the
following requirements.
Tender fee, Earnest Money Deposit, Security Deposit and other financial details will
be in the name of the lead partner.
All the partners shall have to enter into the Joint venture agreement and original
agreement duly notarized shall have to be submitted along with tender documents.
The bid, and in case of a successful bid, the Form of Contract Agreement, shall be
signed so as to be legally binding on all partners.
One of the partners shall be authorized to be in charge, and his authorization shall
be evidenced by submitting a power of attorney by legally authorized signatories of
all the partners.
The partner in charge shall be authorizes to incur liabilities, receive payments and
receive instructions for and on behalf of any or all partners of the joint venture and
the entire execution of the Contract.
All partners of the joint venture shall be jointly and severally liable for the execution
of the Contract in accordance with the Contract terms and relevant statement to
this effect shall be included in the authorization mentioned under (iv) above as well
as in the Bid Form and the Form of Contract Agreement ( in case of successful bid );
and Permissible Joint venture partners shall be restricted to two numbers.
The owner or the Engineer-in-charge is not obliged to disclose his findings or his
The Bidder shall furnish original documents on the date mentioned in tender notice.
The bid for those bidder will be treated as non-responsive who failing to produce
original documents on specified date.
IT 5. E- TENDER DOCUMENTS
The e-Tender documents and drawings shall comprehensively be referred to as e-
TENDER document. The several sections form in the document are the essential
parts of the contract and a requirement occurring in one shall be as binding as
though occurring in all, they are to be taken as mutually, explanatory and describe
and provide for complete works.
IT 6. EXAMINATION BY BIDDERS
A. At this own expense and prior to submitting his e-Tender, each Bidder shall (a)
examine the Contract Documents, (b) visit the site and determine local conditions
which may affect the work including the prevailing wages and other pertinent cost
factors, (c) familiarize, himself with all central, state and local laws, ordinance, rules
regulations and codes affecting the material supply including the cost of permits and
licenses required for the work and (d) correlate his observations, investigations, and
determinations with the requirements of the e-TENDER Documents, site & subsoil
B. The e-Tender is invited on ..%. rate and contractor shall have to quote his price on
have to be completed in all respect as stated in the e-Tender document to the
satisfaction of the Corporation.
C. The following comprises in Contract Documents at a price of Rs.3,000-00
D. E-TENDER Document:
1. Notice inviting Bidders.
2. Instructions to the Bidder.
4. General conditions of contract
Technical specifications
a. Bid Form (With Price )
General Specifications
1 General note & site description.
5. Scope of Contract.
6. e- Tender price.
7. Completion Schedule.
8. Site investigation.
9. Contractor’s responsibility.
11. Quality Assurance.
12. Classification of Strata
E. Copy of the E-TENDER Document should be completed, checked in a responsible
manner, digitally signed, and submitted. Security Bond shall be submitted in person
by the stipulate date, which shall form the e-Tender.
The e-Tender is required to complete with all the pages in which entries are required
to be made by the Bidder are contained in the e-Tender documents and the Bidder
shall not take out or add to or amend the text of any of the documents except in so
far as may be necessary to comply with any addenda issued pursuant to Clause
IT 7. EARNEST MONEY DEPOSIT:
A. Each Bidder must submit a receipt of deposit as Tender guarantee towards
Earnest money amounting to Rs. 68,050/-in any form mentioned below:
a) By a Demand Draft on the Rajkot Branch of any Nationalized Bank or
Scheduled Bank except co-operative bank. It can be directly deposited
in the account of Rajkot Municipal Corporation.
b) A Bank Guarantee from Rajkot Branch of any Nationalized Bank or
Scheduled Bank except co-operative bank. It shall be valid for a period
of not less than Three hundred and Sixty (360) days from the date of
EMD shall comply with the requirements for Bond as stipulated in the
General conditions of contract. The Tender guarantee bond will be held by
the owner as a guarantee that the Bidder, if awarded the contract, will
enter into the contract agreement in good faith and furnish the required
bonds. Any e- Tender not accompanied by a Tender guarantee in the form
of earnest money deposited for the sum stipulated in the e-Tender
Document will be summarily rejected.
B. The Earnest Money Deposit will be refunded to the unsuccessful Bidders
after an award has been finalized.
C. The Earnest Money Deposit (Tender Guarantee) will be forfeited in event
the successful Bidder fails to accept the contract and fails to submit the
“Performance Guarantee Bonds to the Owner as stipulated in this e-Tender
document within ten (10) days after receipt of notice of award of contract.
The successful Bidder shall furnish the required Security Deposit for
performance and plus additional security if any for unbalanced bids in
accordance with the condition of the contract and attend the office of the
Engineer In-charge for execution of the contract documents. If he fails to
furnish the Security Deposit for performance or enter into an agreement to
execute the contract for the work offered to him, his Earnest Money
Deposit will be forfeited and the Bidder will be Black Listed / Debarred from
tendering for further works of Rajkot Municipal Corporation for the period
of three years.
D. The Earnest Money Deposit of the successful Bidder shall be returned after
the performance guarantee bond, as required, is furnished by the
E. No interest shall be paid by the owner on any e-Tender guarantee.
IT 8. INCOME TAX CLEARANCE CERTIFICATE : (DELETED) :
Latest Income Tax clearance Certificates must accompany with the e-Tender without
which the e-Tender is liable to be summarily rejected. The Income Tax Clearance
Certificate obtained from the Income Tax Officer shall clearly indicate the Income
Tax Pan No/Circle/Ward, District and the reference number of the assessment along
with the assessment year.
IT 9. PREPARATION OF e-TENDER DOCUMENTS
Bidders are required to note the following while preparing the e-TENDER Documents:
A. e-TENDER shall be submitted on the e-TENDER form bound here in English. All
statements shall be properly filled in. Numbers shall be stated both in words and
in figures where so indicated.
B. All entries or prices and arithmetic shall be checked before submission of the e-
TENDER. If there is discrepancy between the rates quoted in figures and in words,
the rates expressed in words shall be considered as binding.
C. Each e-Tender shall be accompanied by the prescribed e-Tender security bond and
other required documents and drawings. All witnesses and sureties shall be
persons of status and probity and their full names, occupations and addresses
shall be stated below their signature.
D. Variation to the contract Documents requested by the Bidder may be affixed and
duly signed and stamped. Such variations may be approved or refused by the
Corporation is not obliged to give reason for his decisions.
IT 10. SUBMISSION OF e-TENDER DOCUMENTS
Bidders are requested to submit the e-TENDER Documents on following lines.
A. Volume containing following documents :
I. Earnest Money Deposit.
II. Certificates as registered contractor in appropriate class with Government of
Gujarat or appropriate authority.
III. Bidder’s financial capability statement including last three years Income tax
returns, balance sheet, duly signed by registered chartered account.
IV. Bidder’s experience in the field relevant to this contract.
V. A list of the equipment the Bidder possesses and that which he proposed to
acquire and use for the purpose related to the work.
The time limit for receipt of e-Tender shall strictly apply in all cases. The Bidders
should therefore ensure that their e-Tender is received by the competent authority
The Rajkot Municipal Corporation at before expiry of the time limit. No delay on
account of any cause for receipt of e-Tender shall be entertained.
The e-Tender must contain the name address of residence and place of business of
the person or persons submitting the e-Tender and must be digitally signed.
e-TENDER by partnership firm must be furnished with the full names and addresses
of all partners and be signed by one of the members of the partnership or by a
legally authorized representative holding power of attorney followed by signature
and designation of the person of person signing.
e- TENDER by Corporations/Companies must be signed with the legal name of the
Corporation/Companies by the president/or by the secretary or other person or
persons legally authorized to bind the Corporation/Company in the matter.
IT 11 TENDER VALIDITY PERIOD
The validity period of the e-Tender submitted for this work shall be of 120 days from
the date of opening of the e-Tender and that the Bidder shall not be allowed to
withdraw or modify the e-Tender offer on his own during the validity period. The
Bidder will not be allowed to withdrawn the e-Tender or make any modifications or
additions in the terms and conditions on his own e-Tender. If this is done then the
owner shall, without prejudice to any other right or remedy, be at liberty to reject
the e- Tender and forfeit the earnest money deposit in full.
IT 12 GENERAL PERFORMANCE DATA
Bidder shall present all the information which sought for in the e-Tender document in
form of various schedules if given. e- TENDERs may not be considered if left blank or
the schedules are not properly filled in.
IT 13 SIGNING OF e-TENDER DOCUMENTS
If the Tender is made by an individual it shall be signed with his full name above his
current address. If the Tender is made by a proprietary firm, it shall be signed by the
proprietor above his name and the name of his firm with his current address.
If the e-Tender is made by a firm in partnership, it shall be signed by all the partners
of the firm above their full names and current address, or by a partner holding the
power of attorney for the firm, in which case a certified copy of the power of attorney
shall accompany the e-TENDER. A certified copy of the partnership deed, current
addresses of all the partners of the firm shall also accompany the e-Tender.
If the e-Tender is made by a limited company or a limited corporation, it shall be
signed by a duly authorized person holding the power of attorney, shall accompany
the e-Tender. Such limited company or corporation may be required to furnish
satisfactory evidence of its existence before the contract is awarded.
If the e-TENDER is made by a group of firms, the sponsoring firm shall submit
complete information pertaining to each firms in the group and state along with the
bid as to which of the firms shall have the responsibility for e-Tendering and for
completion of the contract documents and furnish evidence admissible in law in
respect of the authority to such firms on behalf of the group of firms for e- Tendering
and for completion of contract documents. The full information and satisfactory
evidence pertaining to the participation of each member of the group of firms in the
e-Tender shall be furnished along with the e-Tender.
All witnesses and sureties shall be persons of status and probity and their full names,
occupations and addresses shall be stared below their signatures. All the signatures
in the e-Tender document shall be dated.
IT 14 WITHDRAWAL OF TENDERS
If, during the tender validity period, the Bidder withdraws his Tender, Tender
security (Earnest Money) shall be forfeited and Bidder will be debarred for next three
years to quote in R.M.C.
IT 15 INTERPRETATIONS OF e-TENDER DOCUMENTS
Bidders shall carefully examine the e-TENDER Document and fully inform themselves
as to all the conditions and matters which may in any way affect the work or the cost
thereof. If a Bidder finds discrepancies, or omission from the specifications or other
documents or should be in doubt as to their meaning, he should at once address
query to the ADDL. CITY ENGINEER, R.M.C. The result of interpretation of the e-
TENDER will be issued as addendum.
IT 16 ERRORS AND DISCREPANCIES IN e-TENDERS
In case of conflict between the figures and words in the rates the rate expressed in
words shall prevail and apply in such cases.
IT 17 MODIFICATION OF DOCUMENTS
Modification of specifications and extension of the closing date of the e-Tender, if
required will be made by an addendum. Each addendum will be made available
online to all Bidders. These shall form a part of e-Tender. The Bidder shall not add to
or amend the text of any of the documents except in so far as may be necessary to
comply with any addendum.
Addenda form part of the Contract Documents, and full consideration shall be given
to all Addenda in the preparation of e-Tender. Bidders shall verify the number of
Addenda issued, if any and acknowledge the receipt of all Addenda in the e-TENDER
Failure to so acknowledge may cause the e-Tender to be rejected.
A. The Owner may issue Addenda to advise Bidders of changed requirements. Such
addenda may modify previously issued Addenda.
B. No addendum may be issued after the time stated in the notice inviting e -
IT 18 TAX AND DUTIES ON MATERIALS
All charge on account of excise duties, Central / State, sales tax, work contract tax
and other duties etc. on materials obtained for the works from any source shall be
borne by the contractors. No (P) or ‘C’ or ‘D’ form shall be supplied.
IT 19 EVALUATION OF E - TENDERS
While comparing e-Tenders, the Rajkot Municipal Corporation shall consider factors
like price offer is workable with the market price, efficiency and reliability of
construction method proposed, compliance with the specifications, relative quality,
work done in past with Rajkot Municipal Corporation or other Government
Organizations, litigation issues etc. Evaluation criteria specifically mentioned in the
specification will also be taken into consideration in the evaluation of e- Tenders.
IT 20 TIME REQUIRED FOR COMPLETION
The completion period mentioned in this schedule is to be reckoned from the date of
notice to proceed. Total completion period is 10 months from the date of issue of
notice to proceed and contractor should adhere to this completion time. Monsoon
period from 1st July to 30th September will be considered as non-working period and
hence excluded in time limit.
IT 21 POLICY FOR TENDER UNDER CONSIDERATION
TENDER shall be termed to be under consideration from the opening of the e -
Tender until such time any official announcement or award is made.
While e-Tenders are under consideration, Bidders and their representative or other
interested parties are advised to refrain from contacting by any means any
corporations personnel or representatives on matters related to the e-Tenders under
study. The Corporation’s representatives if necessary will obtain clarification on e-
Tenders by requesting such information from any or all the Bidders, either in writing
or through personal contact, as may be necessary. The Bidder will not be permitted
to change the substance of his e-Tender after e-Tenders have been opened. This
includes any post Tender price revision. Non-compliance with his provision shall
make the Tender liable for rejection.
IT 22 PRICES AND PAYMENTS
The Bidder must understand clearly that the prices quoted are for the total works or
the part of the total works quoted for and include all costs due to materials, labour,
equipment, supervision, other services, royalties, taxes etc. and to include all extra
to cover the cost. No claim for additional payment beyond the prices quoted will be
entertained and the Bidder will not be entitled subsequently to make any claim on
IT 23 PAYMENT TERMS
The terms of payment are defined in the General Conditions of Contract and
Technical specifications. The Corporation shall not under any circumstances relax
these terms of payment and will not consider any alternative payment terms. Bidders
should therefore in their own interest note this provision to avoid rejection of their e-
Award of the contract or the rejection or e-TENDERs will be made during the Tender
requested to quote their price offer in % below or above on the given price in
A. After all contract contingencies are satisfied and the Notice of Award is issued,
the successful Bidder shall execute the Contract Agreement within the time
stated and shall furnish the Bond as required herein. The contract Agreement
shall be executed, in form stipulated by the Owner.
B. If the Bidder receiving the Notice of Award fails or refuses to execute the
Contract Agreement within the stated time limit or fails or refuses to furnish the
Bond as required herein. The Owner may annul his award and declare the e-
Tender security forfeited and will take action as deemed fit.
C. A corporation, partnership firm or other consortium acting as the Bidder and
receiving the award shall furnish evidence of its existence and evidence that the
officer signing the contract agreement and Bonds for the corporation, partnership
firm or other consortium acting as the Bidder is duly authorized to do so.
IT 25 SIGNING OF CONTRACT
The successful Bidder shall be required to execute the contract agreement within
days of receipt of intimation to execute the contract, failing which the Corporation
will be entitled annul to the award and forfeit the Earnest Money Deposit. The person
to sign the contract document shall be person as detailed in Article IT.13 (signing of
e-Tender documents).
IT 26 DISQUALIFICATION
A e- Tender shall be disqualified and will not be taken for consideration if,
(a) The envelope does not show on the outside the reference of bid and thus gets
opened before the due date of opening (as per Article IT 10 i.e. submission of
tender document)
(b) The Tender fee and Tender Earnest Money Deposit is not deposited in full and
in the manner as specified as per Article IT.7 i.e. Earnest Money Deposit.
(c) The e-Tender is in a language other than English or does not contain its English
Translation in case of other language adopted for e-Tender preparation.
(d) The e-Tender documents are not signed by an authorized person (as per Article
IT. 13 i.e. signing of e-Tender documents).
(e) The general performance data for qualification is not submitted fully (as per
Article IT 12 i.e. General performance Data).
(f) Bidder does not agree to payment terms defined as per Article IT. 23 i.e.
A. A e-Tender may further be disqualified if,
(a) Price variation is proposed by the Bidder on any principle other than those
provided in the e-TENDER Documents.
(b) Completion schedule offered is not consistent with the completion schedule
defined and specified in e-Tender document.
(c) The validity of e-Tender bond is less than that mentioned in Article IT. 11 i.e. e -
Tender validity period.
(d) Any of the page or pages of e-Tender is/are removed or replaced.
(e) Any conditional tender.
(f) All corrections or posted slips are not initiated by Bidder.
(g) Any erasure is made in the e-tender.
IT 27 PERFORMANCE GUARANTEE (SECURITY DEPOSIT)
As a contract security the Bidder to whom the award is made shall furnish
a performance guarantee (Security deposit) for the amount of 5% of the
contract price to guarantee the faithful performance, completion and
maintenance of the works of the contract in accordance with all conditions
and terms specified herein and to the satisfaction of the Engineer-in-charge
and ensuring the discharge of all obligations arising from the execution of
Additional performance guarantee is payable if,
1. the contract price offered by the selected bidder is lower than 10% but
up to 20% of the estimated project cost than the additional
performance security shall be calculated @ 20% of the difference in the
estimated project cost minus 10%of the estimated project cost and
Contract price offered by the selected bidder.
2. the contract price offered by the selected bidder is lower than 20% of
the Estimated project cost than the additional performance security
shall be calculated @ 30% of the difference in the Estimated project
cost minus 10%of the Estimated project cost and Contract price offered
by the selected bidder.
This additional performance security shall be treated as part of the
performance security.
Performance security shall be valid beyond 60 days of the defect liability
period and the additional performance security shall be valid beyond
days of project completion date.
Final SD will be calculated at the time of final bill i.e. actual completion
Performance as mentioned above may be in the forms mentioned below:
d) By a Demand Draft on the Rajkot Branch of any Nationalized Bank or
Scheduled Bank except co-operative bank.
e) A fixed deposit receipt of any Schedule Bank or Nationalized Bank
(except Co-operative Bank) duly endorsed in favour of the Rajkot
Municipal Corporation, Rajkot.
f) A Bank Guarantee from Rajkot Branch of any Nationalized Bank or
Scheduled Bank except co-operative bank.
The performance guarantee shall be delivered to the Corporation within
ten(10) days of the notice of award and at least three (3) days before
the contract agreement is signed unless otherwise specified by the Engineer-in-
charge. Alternatively, the contractor may at his option deposit an amount of
2.5% of the value of the contract price within ten days and the balance 2.5%
to be recovered in installments through deduction @ the rate of 10% from the
running account bills. It is further clarified that Performance Guarantee (SD) for
extra work will also be recovered @ 10% from the bill of extra work i.e. works
beyond tender amount.
On due performance and completion of the contract in all respects, THE
PERFORMANCE GUARANTEE (SECURITY DEPOSIT) WILL BE RELEASED
TO THE CONTRACTOR WITHOUT ANY INTEREST AFTER DEFECT
LIABILITY PERIOD IS OVER.
IT 28 STAMP DUTY
The successful Tenderer shall have to enter into an agreement on a non-judicial
stamp paper of amount as per Stamp Duty Act in the form of the agreement
approved by the Corporation. The cost of stamp paper and adhesive stamp shall be
borne by the contractor.
IT 29 BRAND NAMES
Specific reference in the specifications to any material by manufacturer’s name, or
catalogue shall be constructed as establishing a standard or quality and performance
and not as limiting competition and the Bidder in such cases, may at his option freely
use only other product, provided that it ensures an equal of higher quality than the
standard mentioned and meets Corporation approval.
IT 30 NON TRANSFERABLE
e- TENDER documents are not transferable.
IT 31 COST OF e-Tendering
The owner will not defray expense incurred by Bidders in e - Tendering.
IT 32 EFFECT OF e-Tender
The e-Tender for the work shall remain for a period of 180 days from the date of
opening of the e-Tenders for this work and that the Bidder shall not be allowed to
withdraw or modify the offer in his own during the period. If any Bidder withdraws or
makes any modification or additions in the terms and conditions of his own e-Tender,
then the Corporation shall, without prejudice to any other right or remedy, be at
liberty to reject the e-Tender and forfeit the earnest money in full.
IT 33 CHANGE IN QUANTITY
The Corporation reserves the right to waive any information in any e-Tender and to
reject one or all e-Tenders without assigning any reasons for such rejection and also
to vary the quantities of items or group as specified in the scheduled of prices as
may be necessary.
IT 34 NEW EQUIPMENT AND MATERIAL
All materials, equipment and spare parts thereof shall be new, unused and originally
coming from manufacturer’s plant to the Corporation. The rebuilt or overhauled
equipment/materials will not be allowed to be used on works.
IT 35 RIGHTS RESERVED
The owner reserves the right to reject any or all e-Tenders, to waive any informality
or irregularity in any e-Tender without assigning any reason. The owner further
reserves the right to withhold issuance of the notice to proceed, even after execution
of the contract agreement. No payment will be made to the successful Bidder on
account of such withholding. The owner is not obliged to give reasons for any such
IT 36 ADDITIONAL RIGHTS RESERVED
The Commissioner, Rajkot Municipal Corporation, reserves right to reduce the scope
of work & split the e-Tender on two or more parts without assigning any reason even
after the awards of contract.
IT 37 MOBILIZATION ADVANCE
No mobilization advance or advance on machinery will be given.
IT 38 CONDITIONAL e-Tenders
The scope of work is clearly mentioned in the e-Tender documents. The contractor
shall have to carry out the work in accordance with the details specifications. No
condition will be accepted. The conditional e-Tender will liable to be rejected.
IT 39 CESS & REGISTRATION:
For the welfare of labour working under construction Industry, the agency shall have
to take the registration with competent authority as per Circular
No.CWA/2004/841/M-3 dated 30-01-2006 of Government of Gujarat. Rajkot
Municipal Corporation will deduct prevailing CESS of the value of work and will
deposit the same in Government.
IT 40 ESI REGISTRATION:
The contractors who are liable to be registered under ESI Act must possess ESI
registration number at the time of filling of tender. The agency should follow all the
rules and regulations of ESI Act as per prevailing norms.
IT 41 PROFESSIONAL TAX
The bidder shall have to pay the Professional Tax for current financial year imposed
by Government of Gujarat, and also the bidder shall have to produce Enrollment
Certificate for the same.
The contractors who are liable to be registered under EPF Act, 1950 must possess
EFP code at the time of filling of tender. The agency should follow all the rules and
regulations of the Act as prevailing currently.
IT 43 LABOUR LICENSE:
The contractors who are liable to be registered under Contract Labour Act,
must possess online Labour License at the time of filling of tender. The agency
should follow all the rules and regulations of the Act as prevailing currently.
IT 44 FILLING OF e-TENDER
The bidder shall have to fill all the details required in on-line bidding form of e-
Tender. Incomplete OR inappropriate OR wrong information filled may cause the e-
Tender to be rejected.
Addl/Asst. Engineer Dy.Ex.Engineer ADDL. CITY ENGINEER
Signature of Contractor with Seal
Financial & Other Statements
Information / Details to be submitted by the Bidders in the Performa mentioned
under Statement no 1 to 9. All the documents submitted herewith as supporting
documents shall be duly attested and certified true copy.
declared that I am / We partner(s) are not black listed or Terminated or Debarred or
suspended, backed out, delisted or connected with firm black listed or terminated or
debarred or suspended or backed out or delisted in any States, CPWD/ MES/ Railways
or any Government, Semi- Government or Private body since the inception of the firm
/ company. Also, no Police complaint is lodged against the firm / company or Staff
deployed by me / us.
At present I am / we are registered as approved contractor(s), firms in
State, CPWD / MES / Railways.
I, owner / We, the partners of this firm, hereby give an undertaking that
we are jointly and severally responsible to meet all the liabilities ever and above
the business of this firm and make good the above financial loss sustained by the
Rajkot Municipal Corporation as a result of our abandoning the works entrusted to
I further undertake that if above declaration proves to be wrong/ incorrect
or misleading, our tender/ contract stands to be cancelled/ terminated.
Place: Signature of Authorized Person
APPLICABILITY OF PROVIDENT FUND AND MISCELLANEOUS
Successful bidder i.e. the agency whose tender is accepted by the RMC shall have to
comply the necessary formalities under the employees provident fund and Miscellaneous
Provisions Act, 1952 as Contributory Provident Fund Scheme is applicable to labourers
engaged in construction activity and shall have to submit proofs regarding deduction of
provident fund and other dues and depositing the same with government department
under the act and the scheme regularly on monthly basis failing which no running / final bill
payment will be made by the RMC to the contractor in any circumstances.
A certificate to the above effect has to be given by the contractor as
Depositing Provident Fund contribution
This to certify that we have deducted the employees’ P.F. and deposited the
same along with employer’s contribution towards provident fund on labour charges
/ wages paid by us to the labourers engaged for the work of
Fund Authority under our Provident Fund Code No.
We produce herewith the copies of the challans for the provident fund
deduction and contribution deposited as mentioned above.
Date: Seal and Signature of the
CURRICULAM VITAE
Sr.No. Details of person
3. Qualifications
4. Experience in Project Related field
5. Other experiences
6. Employment Record.
Sr. No. Period Organization Status
From - To under which /position in
(1) Separate sheet for each person to be furnished as above.
(2) The contractor’s Project Team should consist of persons
in the following disciplines.
a) Senior Engineer with experience of Building work
b) Senior material Engineer.
c) Senior Quantity Surveyor.
d) Project management expert.
e) Site in charge
INFORMATION REGARDING FINANCIAL CAPACITY
OF THE CONTRACTORS
Sr. Details Amount (Rs. in lakhs) Remarks
1. Annual Turnover for Certified true copy to
the last seven be attached
2. Price of biggest Certified true copy to
(road work) job be attached
STATEMENT NO. – 4/A
BIDDER’S FINANCIAL CAPACITY
Turnover in Net Cash
Sr. No. Financial Year worth Capital
Engineering Rs.
1) Figures to be taken from audited balance sheets. Duly certified
attested true copy
2) Copies of the balance sheet to be attached..
3) The bidder shall have to provide that for a period of at least
months the bidder has ability to sustain negative cash balance
and how he proposes to meet with the same.
4) Cash Plan / Cash flow Statement.
STATEMENT NO. – 4 / B
AVAILABLE BID CAPACITY
The available bid capacity will be worked out as follows.
Available bid capacity = (A x N x 2) – B,where
A = Maximum of updated total amount of work executed in any one
A = Maximum of updated total amount of work executed in any one
year of the last five financial years.
B = The amount of the existing commitments and ongoing works to
be discharge during time interval of N years from the bid due date.
N = Number of years prescribed for completion of the proposed works
STATEMENT NO. –
LIST OF SINGLE PROJECT WORK OF NOT LESS THAN 60% OF THE
ESTIMATED COST COMPLETED DURING THE LAST SEVEN YEARS.
Name of Tot al Tot al Date of Date of
Sr. Year of Name of owner & costof value of starting Actual
No Construction Project contact the work work completion
work person of work of work
the project, done
Note: Certificate from the owners in support of above works may be
enclosed with this statement.
STATEMENT NO. 5/ A
Detailed information of similar type of work costing not less than 50% of tender amount completed
with good quality and workmanship in the past seven years.
Name of Contractor:
Sr. Name Name Estimated Tendered D at e of Target Actual Reason Amount of work done Amount of Remarks
No of of cost of amount Award of date of date of for during last seven years w o r k done
. work client work (Rs. Rs. contract completioncompletion delay preceding this tender (Rs. after March
Lakhs) (Lakhs) Lakhs).
Note: Certificate from the owners in support of above works may be enclosed with this statement.
STATEMENT NO – 5/B
DETAILS OF IMPORTANT CONSTRUCTION PROJECTS
Sr. Name of Estimated Prescribed Actual Completion Actual Name,
No Project cost time of Completion address
. performance Cost Rs. and
Start Completion Start Completion
Date Date Date Date
Note: Certificate from the owners in support of above works may be enclosed with this statement.
STATEMENT NO. – 5/C
DETAILS OF ONGOING PROJECT
Sr. Name of project Value of Start Likely date Name, address,
No remaining date of telephone, fax no.
work Rs. in completion of project
lakhs. authority and
contact person.
STATEMENT NO.-6
DETAILS OF PLANT & MACHINERY TO BE DEPLOYED ON THIS
Name of the contractor/company
Sr. Name of available Present value of
No plants/machinery (with make location plant/
& year) machineries
Plant / machineries which are proposed to be procured shall have to
be procured at the earliest after award of the work and before the
start of the work.
METHOD STATEMENT AND WORK PLAN
The Bidder shall have to provide a brief write up to be enclosed with
the “Technical Bids” covering his approach and methodology to handle
the project construction activities including his details work plan. The
brief shall include the following aspects.
2. Construction equipment availability
and plan of deployment.
3. PERT / Construction chart / Bar chart.
Application Form(1)
General Information
All individual firms and each partner of a consortium applying for
qualification are requested to complete the information in this form.
Nationality information to be provided for all owners or applicants who are
partnerships or individually-owned firms.
Where the Applicant proposes to use named subcontractors for critical
components of the works, or for work contents in excess of 10 percent of
the value of the whole works the following information should also be
supplied for the specialist subcontractor(s).
1. Name of Firm
2. Head office address
3. Telephone Contact
5. Place of incorporation/registration Year of incorporation/
Nationality of owners
Name Nationality
Name of Bidders officers / Persons to be contacted
Name. Address Phone Nos. Fax.
Application Form (1A)
Structure and Organization
The applicant is
a proprietary firm
a firm in partnership
a Limited Company or Corporation
a group of firms/consortium (if Yes, give
completion information in respect of
Attach the Organization Chart showing
the structure of the organization
including the names of the Directors and
position of officers
Number of years of experience :
as a Prime Contractor (contractor
shouldering major responsibility
other countries (specify country)
in a consortium
other countries (Specify country)
as a sub-contractor (specify main
other countries (Specify country)
4. Name and address of any associates
the applicant has in India (in case the
applicant happens to be from foreign
country) who are knowledgeable in
the procedures of customs,
immigration, taxes and other
information necessary to do the work.
For how many years has your
organization been in business of
similar work under its present name?
What were your fields when your
organization was established?
Whether any new fields were added in
your organization? And if so, when?
5. Were you ever required to suspend
construction for a period of more than
six months continuously after you
started? If so, give the name of
project and give reasons thereof.
6. Have you ever left the work awarded
to you incomplete? If so, give name of
project and reasons for not completing
In which fields of civil engineering
construction do you claim specialization
Give details of your experience in
mechanized cement concrete lining and
in modern concrete technology for
manufacture and quality control.
Give details of your experience in using
heavy earth moving equipment and
quality control in compaction of soils.
Give details of your experience in
Underground Drainage work in rocky
Give details of civil work for drainage
pumping station
Give details for construction of sewerage
treatment plant
Give details for pumping machinery in
drainage pumping station
GENERAL CONDITIONS
:: TABLE OF CONTESTS ::
No. Description
GC-1 Definitions and Interpretations
GC-2 Location of site and accessibility
GC-3 Scope of work
GC-4 Ruling language
GC-5 Interpretation of Contract Document
GC-6 Contractor to understand himself fully
GC-7 Errors in submissions
GC-8 Sufficiency of E-TENDER
GC-9 Discrepancies
GC-10 Performance Guarantee (Security Deposit)
GC-11 Inspection of work
GC-12 Defect Liability
GC-13 Power of Engineer-In-Charge to give further instructions.
GC-14 Programme
GC-15 Sub-letting of work
GC-16 Sub-Contracts for temporary works, etc.
GC-17 Time for completion
GC-18 Extension of time
GC-19 Contract Agreement
GC-20 Liquidated damages
GC-21 Forfeiture of Security Deposit
GC-22 Action of Forfeiture of Security Deposit
GC-23 No compensation for alteration in or restriction in work
GC-24 In the event of death of contractor
GC-25 Members of the owner not individually liable
GC-26 Owner not bound by personal representations
GC-27 Contractor's office at site
GC-28 Contractor's subordinate staff and their conduct
GC-29 Termination of sub-contract by owner
GC-30 Power of entry
GC-31 Contractor's responsibility with the other Contractor and
GC-32 Other Agencies at site
GC-34 Rights of various interests
GC-35 Price adjustments
GC-36 Terms of Payment
GC-37 Retention Money
GC-38 Payments due from the Contractor
GC-39 Contingent Fee
GC-40 Breach of Contract by Contractor
GC-41 Default of Contractor
GC-42 Bankruptcy
GC-43 Ownership
GC-44 Declaration against waiver
GC-45 Laws governing the contract
GC-46 Over payment and under payment
GC-47 Settlement of disputes
GC-48 Disputes of differences to be referred to
GC-49 Arbitration
GC-50 Termination of the Contract
GC-51 Special risks
GC-52 Change in Constitution
GC-53 Sub-contractual relations
GC-54 Patents and Royalties
GC-56 Execution of work
GC-57 Work in monsoon
GC-58 Work on Sundays and Holidays
GC-59 General Conditions for construction work
GC-60 Drawings to be supplied by the Owner
GC-61 Drawings to be supplied by the Contractor
GC-62 Setting outwork
GC-63 Responsibilities of Contractor for correctness of work
GC-64 Materials to be supplied by the Owner
GC-65 Conditions of issue of materials by the Owner
GC-66 Materials procured with assistance of the Owner
GC-67 Materials obtained from dismantling
GC-68 Article of value of treasure found during construction
GC-69 Discrepancies between instructions
GC-70 Alternations in specifications and designs and extra work.
GC-71 Action when no specifications are issued
GC-72 Abnormal rates
GC-73 Assistance to Engineer-In-Charge
GC-74 Tests for quality of work
GC-75 Action and compensation in case of bad workmanship
GC-76 Suspension work
GC-77 Owner may do part of the work
GC-78 Possession prior to completion
GC-79 Completion Certificate
GC-80 Schedule of Rates
GC-81 Procedure for measurement of work in progress
GC-82 Running account payments to be regarded as advances
GC-83 Notice for claim for additional payment
GC-84 Payment of Contractor's Bill
GC-85 Final Bill
GC-86 Receipt for payment
GC-87 Completion Certificate
GC-88 Taxes, Duties, etc.
GC-89 Insurance
GC-90 Damage to Property
GC-91 Contractor to Indemnify Owner
GC-92 Implementation of Apprentice Act
GC-93 Health and Sanitary arrangements for workers
GC-94 Safety Code
GC-95 Accidents
GC-01 DEFINITIONS AND INTERPRETATIONS :
In the contract (as hereinafter defined) the following words and
expressions shall, unless repugnant to the subject or context thereof, have
the following means as signed to them.
The "Owner / Corporation" shall mean Rajkot Municipal Corporation and
shall include its Municipal Commissioner or other Officers authorized by
the Corporation and also include owner's successors and assignees.
The "Contractor" shall mean the person or the persons, firm or Company
whose e-Tender has been accepted by the Owner and includes the
Contractors legal representative, his successors and permitted assigned.
The "Engineer-In-Charge" shall mean the person designated as such by
the owner from time to time and shall include those who are expressly
authorized by the Corporation to act for and on its behalf for all functions
pertaining to the operation of this contract.
Engineer-In-Charge's Representative shall mean any resident Engineer or
Assistant to the Engineer-In-Charge appointed from time to time by the
owner to perform duties set forth in the E-TENDER Document whose
authority shall be notified in writing to the Contractor by the Engineer-In-
"E-TENDER" – the offer or proposal of the Bidder submitted in the
prescribed form setting for the prices for the work to be performed,
andthe details thereof.
"Contract Price" shall mean total money payable to the Contractor under
"Addenda" shall mean the written or graphic notices issued prior to
submission of e-Tender which modify or interpret the contract documents.
"Contract Time" – the time specified for the completion of work.
"Contract" shall mean agreement between the parties for the execution of
works including therein all contract documents.
"Contract Document" shall mean collectively the e-Tender documents,
designs, drawings, specifications, agreed variations, if any and such other
documents constituting the e-Tender and acceptance thereof.
"The Sub-Contractor" shall mean any person, firm or company (other than
the Contractor) to whom any part of the work has been entrusted by the
Contractor with the written consent of the Engineer-In-Charge and the
legal representative successors and permitted assignee of such person,
firm or company.
The "Specifications" shall mean all directions, the various Technical
Specifications, provisions and requirements attached to the contract which
pertains to the method and manner of performing the work, to the
quantities and qualities of the work and the materials to be furnished
under the contract for the work and any order(s) or instruction(s) there
under. It shall also mean the latest Indian Standard Institute Specification
relative to the particular work or part thereof, so far as they are not
contrary to the E-TENDER specifications and in absence of any other
Country applied in Indian as a matter of standard engineering practice and
approved in writing by the Engineer-In-Charge with or without
The "Drawings" shall include maps, plans, tracings, or prints thereof with
any modification approved in writing by the Engineer-In-Charge and as
such other drawings as may, from time to time, be furnished or approved
in writing by the Engineer-In-Charge in connection with the work.
The "Work" shall mean the works to be executed in accordance with the
contract or the part thereof as the case may be and shall include extra,
additional, altered or substituted works as required for the purpose of the
contract. It shall mean the totality of the work by expression or
implication envisaged in the contract and shall include all materials,
equipment and labour required for or relative or incidental to or in
connection with the commencement, performance and completion of any
work and / or incorporation in the work.
The "Permanent Work" shall mean works which will be incorporated in and
form part of the work to be handed over to the owner by the Contractor on
completion of the contract.
The "Temporary Work" shall mean all temporary works of every kind
required in or about the execution, completion and maintenance of the
"Site" shall mean the land and other places, on, under, in or through
which the permanent works are to be carried out and any other lands or
places provided by the Corporation for the purpose of the contract
together with any other places designated in the contract as forming part
The "Construction Equipment" shall mean all appliances / equipment of
whatever nature required in or for execution, completion or maintenance
of works or temporary works (as herein before defined) but does not
include materials or other things intended to form or forming part of the
permanent work.
"Notice in writing or written Notice" shall mean a notice written,
typed or in printed form delivered personally OR sent by Registered Post
to the last known private or business address or Registered Office of the
Contractor OR through e-mail OR mobile message shall be deemed to
have been received in the ordinary course of post it would have been
The "Alteration / variation order" shall mean an order given in writing by
the Engineer-In-Charge to effect additions or deletions from or alterations
"Final Test Certificate" shall mean the final test certificate issued by the
owner within the provisions of the contract.
The "Completion Certificate" shall mean the certificate to be issued by the
Engineer-In-Charge when the work has been completed and tested to his
The "Final Certificate" shall mean the final certificate issued by the
Engineer-In-Charge after the period of defects liability is over and the
work is finally accepted by the owner.
"Defects Liability Period" shall mean the specified period between the
issue of Completion Certificate and the issue of final certificate during which
the Contractor is responsible for rectifying all defects that may appear in
"Approved" shall mean approved in writing including subsequent
confirmation in writing of previous verbal approval and "Approval" means
approved in writing including as aforesaid.
"Letter of Acceptance" shall mean an intimation by a letter to Bidder that
his e-Tender has been accepted in accordance with the provisions
contained therein.
"Order" and "Instructions" shall respectively mean any written order or
instruction given by the Engineer-In-Charge within the scope of his powers
in terms of the contract.
"Running Account Bill" shall mean a bill for the payment of "On Account"
money to the Contractor during the progress of work on the basis of work
done and the supply of non-perishable materials to be incorporated in the
"Security Deposit" shall mean the deposit to be held by the owner as
security for the due performance of the contractual obligations.
The "Appointing Authority" for the purpose of Arbitration shall be the
Municipal Commissioner, Rajkot Municipal Corporation.
1.32. "Retention Money" shall mean the money retained from R.A.Bills for the
due completion of the "LET WORS".
1.33 Unless otherwise specifically stated, the masculine gender shall include the
feminine and neuter genders and vice-versa and the singular shall include
the plural and vice-versa.
GC-02 LOCATION OF SITE AND ACCESSIBILITY :
The site of tendered work is city roads in Rajkot lying in different wards.
The intending bidders should inspect the site & make thyself familiar with
site conditions and available communication facilities.
Non-availability of access roads shall in no case be the cause to condone
delay in the execution of the work and no claim or extra compensation will
GC-03 SCOPE OF WORK :
The scope of work is defined broadly in the special conditions of contract
and specifications. The Contractor shall provide all necessary materials,
equipment and labour etc. for the execution and maintenance of the work.
All material that go with the work shall be approved by the Engineer-In-
Charge prior to procurement and use.
The Contractor shall make his own arrangement for power supply during
Land for Contractor's Field Office, Godown Etc.:
Owner will not be in a position to provide land required for Contractor's
field office, godown, etc. The Contractor shall have to make his own
arrangement for the same.
GC-04 RULING LANGUAGE :
The language according to which the contract shall be construed and
interpreted shall be English. All entries in the contract document and all
correspondence between the contractor and the Corporation or the
Engineer-In-Charge shall be in English/Gujarati. All dimensions for the
materials shall be given in metric units only.
GC-05 INTERPRETATION OF CONTRACT DOCUMENT :
1. The provision of the General Conditions of Contract and Special Conditions
of Contract shall prevail over those of any other documents of the contract
unless specifically provided otherwise, should have there be any
discrepancy, inconsistency, error or omission in the several documents
forming the contract, the matter may be referred to the Engineer-In-
Charge for his instructions and decision. The Engineer-In-Charge's
decision in such case shall be final and binding to the Contractor.
2. Works shown upon the drawings but not described in the specifications or
described in the specifications without showing on the drawings shall be
taken as described in the specifications and shown on the drawings.
3. The headings and the marginal notes to the clause of these General
Conditions of Contract or to the specifications or to any other part of e-
Tender documents are solely for the purpose of giving a concise indication
and not a summary of contents thereof. They shall never be deemed to
be part thereof or be used in the interpretation or construction of the
4. Unless otherwise states specifically, in this contract documents the
singular shall include the plural and vice-versa wherever the context so
requires. Works imparting persons shall include relevant Corporations /
Body of individual / firm of partnership.
5. Notwithstanding the sub-division of the documents into separate section
and volumes every part of each shall be supplementary to and
complementary of every other part and shall be read with and into the
context so far as it may be practicable to do so.
6. Where any portion of the General Conditions of Contract is repugnant to or
at variance with any provisions of the Special Conditions of Contract, then,
unless a different intention appears, the provisions of the special
conditions of contract shall be deemed to over ride the provisions of
General Conditions of Contract to the extent of each repugnancy of
7. The materials, design, and workmanship shall satisfy the relevant ISS, and
codes referred to. If additional requirements are shown in the
specifications, the same shall be satisfied over and above ISS and other
8. If the specifications mention that the Contractor shall perform certain work
or provide certain facilities, it shall mean that the Contractor shall do so at
9. Contractor to Collect His Own Information -
The details given in the e-Tender are arranged making necessary
investigations for framing an estimate. However, when the work is being
executed, changes in soil conditions are likely to be met with in view of the
formation of soil, strata in Rajkot District. It is, therefore, desirable that
the Contractor makes his own investigations or additional investigations as
may be required for correctly assessing the cost of different items of work
and submit his e-Tender accordingly. Any change in description or
quantity of an item shall not vitiate the contract or release the Contractor
from executing the work comprised in the contract according to the
drawings and specifications at the e-Tendered rates.
He is deemed to have know the scope, nature and magnitude of the work
and the requirements of materials and labour involved and as to whatever
work he has to complete in accordance with the contract. The Contractor
is expected to visit the site and surroundings to satisfy himself as to the
nature of all existing structures, if any, and also as to the nature and the
conditions of railways, roads, bridges and culverts, means of transport and
communications whether by land, air or water and as to possible
interruptions thereto and the access and gross from the site, to have
examined and satisfied himself as to the sites for obtaining sand, stones,
bricks and other materials, the site for disposal of surplus materials, the
available accommodation and make such enquiries as may be necessary
for executing and completing the work, to have local enquiries as to the
sub-soil, subsoil water and variation thereof, storms, prevailing winds,
climatic conditions and all other similar matters, effecting work. He is
expected to be familiar with his liability for payment of Government taxes,
customs and excise duty and other charges etc. in contract with the
execution of this contract.
GC-06 CONTRACTOR TO UNDERSTAND HIMSELF FULLY :
The Contractor by e-Tendering shall be deemed to have satisfied himself,
as to all considerations and circumstances affecting the e-Tender price, as
to the possibility of executing the works as shown and described in the
contract and to have fixed his prices according to his own view on these
matters and to have understood that no additional allowances except as
otherwise expressly provided, will afterwards be made beyond the contract
price. The Contractor shall be responsible for any misunderstanding or
incorrect information, however, obtained.
GC-07 ERRORS IN SUBMISSIONS :
The Contractor shall be responsible for any errors or omissions in the
particulars supplied by him, whether such particulars have been approved
by the Engineer-In-Charge or not.
GC-08 SUFFICIENCY OF e-TENDER :
The Contractor shall be deemed to have satisfied himself before e-
Tendering as to the correctness of the e-Tender rates which rates shall,
except as otherwise provides for, cover all the Contractor's liabilities and
obligations set forth or implied in the contract for the proper execution of
the work for compliance with requirements of Article GC-19 thereof.
GC-09 DISCREPANCIES :
The drawings and specifications are to be considered as mutually
explanatory of each other, detailed drawings being followed in preference
to small-scale drawings and figured dimensions in preference to scale and
special conditions in preference to General Conditions. The special
directions or dimensions given in the specifications shall supercede all
else. Should any discrepancies however, appear or should any
misunderstanding arise as to the meaning and intent of the said
specifications or drawings, or as to the dimensions or the quality of the
materials or the due and proper execution of the works, or as to the
measurement or quality and valuation of the work executed under this
contract or as extra there upon, the same shall be explained by the
Engineer-In-Charge and his explanation shall be subject to the final
decision of the Municipal Corporation in case reference be made to it, be
binding upon the Contractor and the Contractor shall execute the work
according to such explanation and without addition or to deduction from
the contract price and shall also do all such works and things necessary for
the proper completion of the works as implied by the drawings and
specifications, even though such works and things are not specially shown
and described in the said specifications. In cases where no particular
specifications are given for any article to be used under the contract,
relevant specifications of the Indian Standard Institution shall apply.
GC-10 PERFORMANCE GUARANTEE (SECURITY DEPOSIT) :
1. A sum of 5% of the contract price shall be deposited by the Bidder
(herein after called the contractor when e-Tender is accepted) as security
deposit with the owner for the faithful performance, completion and
maintenance of the works in accordance with the contract documents and
to the satisfaction of the Engineer-In-Charge and assuring the payment of
all obligations arising from the execution of the contract. This shall be
deposited in one of the forms mentioned below :
a. By a Demand Draft on the Rajkot Branch of any Scheduled Bank except
co-operative bank.
b. A Fixed Deposit Receipt of a Schedule Bank duly endorsed in favour of the
"RAJKOT MUNICIPAL CORPORATION", Rajkot.
c. The Contractor may pay 2.5% of the value of works as initial security
deposit and the balance 2.5% shall be recovered in installments through
deductions at the rate of 10 (ten) percent of the value of each Running
Account Bill till the total security execution exceeds the accepted value of
e-Tender because of allotment of further work, further recoveries towards
security deposit shall be effected at 10% of the R A Bills to make up the
five percent security deposit of the revised value of contract.
Alternatively, the Contractor may at his option deposit the full amount of
percent of security deposit within ten days of receipt by him of the
notification accepting the e-Tender in the form as aforesaid.
PERFORMANCE GUARANTEE (SECURITY DEPOSIT) WILL BE
RELEASED TO THE CONTRACTOR WITHOUT ANY INTEREST AFTER
DEFECT LIABILITY PERIOD IS OVER.
2. If the Contractor, sub-contractor or their employees shall break, deface or
destroy any property belonging to the owner or other agency during the
execution of the contract, the same shall be made good by the contractor
at his own expense and in default thereof, the Engineer-In-Charge may
cause the same to be made good by other agencies and recover expense
from the Contractor (for which the certificate of the Engineer-In-Charge
shall be final). These expenses can be recovered from the security deposit
if recovery from other sources is not possible. The amount as reduced in
security deposit will be made good by deduction from the next R A Bill of
the Contractor.
GC-11 INSPECTION OF WORK :
1. The Engineer-In-Charge shall have full power and authority to inspect the
work at any time wherever in progress either on the site or at the
Contractor's or any other manufacturer's workshop or factories wherever
situated and the Contractor shall afford to Engineer-In-Charge every
facility and assistance to carry out such inspection, Contractor or his
authorized representative shall, at all time during the usual working hours
and all times when so notified, remain present to receive orders and
Orders given to Contractor's representative shall be considered to have
the same force as if they had been given to the Contractor himself.
Contractor shall give not less than ten (10) days notice in writing to the
Engineer-In-Charge before covering up or otherwise placing beyond reach
of inspection and measurement any work in order that the same may be
inspected and measured. In the event of breach of the above, the same
shall be uncovered at Contractor's expenses for carrying out such
inspection or measurement.
2. The material shall be dispatched from Contractor's store on site of work
before obtaining approval in writing of the Engineer-In-Charge. Contractor
shall provide at all times during the progress of work and maintenance
period of proper means of access with ladders, gangways, etc. and make
necessary arrangement as directed for inspection or measurement of work
by Engineer-In-Charge.
GC-12 DEFECT LIABILITY :
1. Contractor shall guarantee the work for a period of 12 months. Any
damage or defect that may arise or that may remain undiscovered at the
time of issue of Completion Certificate connected in any way with the
equipment or materials supplied by him or in the workmanship shall be
rectified or replaced by Contractor at his own expense as desired by
Engineer-In-Charge or in default Engineer-In-Charge may cause the same
to be made good by other agency and deduct expenses of which the
certificate of Engineer-In-Charge shall be final from any sums that may
then or any time thereafter become due to Contractor or from his security
deposit or the proceeds of sale thereof or of a sufficient portion thereof.
2. From the commencement to completion of work Contractor shall take full
responsibility for the care of the work including all temporary works and in
case any damages, occur from any cause whatsoever he shall at his own
cost, repair and make good the same so that on completion, work shall be
in good order and in conformity, in every respect, with the requirements of
contract and as per the instructions of the Engineer-In-Charge.
3. If at any time before the work is taken over, the Engineer-In-Charge -
a) Decide that any work done or materials used by the Contractor are
defective or not in accordance with the contract or that work or any
portion thereof is defective or do not fulfill the requirements of contract
(all such materials being herein after called defects in this clause) he shall,
as soon as reasonably practicably, give notice to Contractor in writing of
the said defect specifying particulars of the same then Contractor shall at
his own expense and with all speed make good the defects so specified.
b) In case Contractor fails to do so, owner may take, at the cost of the
Contractor, such stops as may in all circumstances be responsible to make
good such defects. The expenditure so incurred by owner will be
recovered from the amount due to Contractor. The decision of Engineer-
In-Charge with regard to the amount to be recovered from Contractor will
be final and binding on the Contractor.
GC-13 POWER OF ENGINEER-IN-CHARGE TO GIVE FURTHER
The Engineer-In-Charge shall have the power and authority from time to
time and at all times to give further instructions and directions as may
appear to him necessary or proper for the guidance of the Contractor and
the works and efficient execution of the works according to the terms of
the specifications, and the Contractor shall receive, execute, obey and be
bound by the same, according to the true intent and meaning thereof, as
fully and effectively as though the same had accompanied or had been
mentioned or referred to in the specifications. No work which radically
changes the original nature of the contract shall be ordered by the
Engineer-In-Charge and in the event of any deviation being ordered, which
in the opinion of the Contractor changes the original nature of the
contract, he shall nevertheless carry it out and any disagreement as to the
nature of the work and the rate to be paid to thereof shall be resolved.
The time of completion of works shall, in the event of any deviations being
ordered resulting in additional cost or reduction in cost over the contract
sum, be extended or reduced reasonably by the Engineer-In-Charge. The
Engineer-In-Charge's decision in the case shall be final and binding.
GC-14 PROGRAMME :
The time allowed for execution of works shall be the essence of 49 the
contract. The contract period shall commence from the date of notice of
intimation to proceed. The Bidder at the time of submitting his e-Tender
shall indicate in the construction schedule his programme of execution of
work commencement with the total time specified. The Contractor shall
provide the Engineer-In-Charge a detailed programme of time schedule for
execution of the works in accordance with the specifications and the
completion date. The entire programme to be finalized by the Contractor,
has to conform to the execution period mentioned along with the Bill of
Quantities in the e-Tender documents. The Engineer-In-Charge upon
scrutiny of such submitted programme by Contractor, shall examine
suitability of it to the requirement of contract and suggest modifications, if
found necessary.
GC-15 SUB-LETTING OF WORK :
No part of the contract nor any share of interest thereon shall in any
manner or degree be transferred, assigned or sublet by the Contractor
directly or indirectly to any person, firm or Corporation whosoever except
as provided for in the succeeding sub-clause, without the consent in
writing of the owner.
GC-16 SUB-CONTRACTS FOR TEMPORARY WORKS ETC. :
The owner may give written consent to sub-contractors for execution of
any part of the works at the site, being entered upon the contractor
provided each individual contract is submitted to the Engineer-In-Charge
before being entered into and is approved by him. List of sub-contractors
to be supplied.
Not-withstanding any subletting with such approval as afore said and
notwithstanding the Engineer-In-Charge shall have received of any sub-
contractors, the Contractor shall be and shall remain solely responsible for
the quality and proper and expeditious execution of the works and the
performance of all the conditions of contract in all respects as if such
subletting or subcontracting had not taken place and as if such works had
been done directly by the Contractor.
GC-17 TIME FOR COMPLETION :
1. The work covered under this contract shall be commenced from the date
the Contractor is served with a notice to proceed with the work and shall
be completed before the date as mentioned in the time schedule of work.
The time is the essence of the contract and unless the same is extended
as mentioned in Clause GC-18 "Extension of Time", the Contractor shall
pay liquidated damages for the delay.
2. The general time schedule for construction is given in the e-Tender
document. Contractor shall prepare a detailed weekly or monthly
construction programme in consultation with the Engineer-In-Charge soon
after the agreement and the work shall be strictly executed accordingly.
The time for construction includes, the time required for testing,
rectifications, if any, retesting and completion of the work in all respects to
the entire satisfaction of the Engineer-In-Charge except the items which
are not coming in the way to commission the project.
3. Monsoon period from 1 st July to 30th September shall be considered as
non-working period hence excluded in time limit.
GC-18 EXTENSION OF TIME :
Time shall be considered as the essence of the contract. If, however, the
failure of the Contractor to complete the work as per the stipulated dates
referred to above arises from delays on the part of Corporation in
supplying the materials or equipment, it has undertaken to supply under
the contract or from delays on the quantity of work to be done under the
contract, or force majeure an appropriate extension of time will be given
by the Corporation. The Contractor shall request for such extension within
one month of the cause of such delay and in any case before expiry of the
contract period.
GC-19 CONTRACT AGREEMENT :
The successful Bidder shall enter into and execute the contract agreement
within 10 (ten) days of the notice of award, in the form shown in e-Tender
documents with such modifications as may be necessary in the opinion of
the Corporation. It shall be incumbent on the Contractor to pay the stamp
duty and the legal charges for the preparation of the contract agreement.
GC-20 LIQUIDATED DAMAGES :
If the Contractor fails to complete the work or designated part thereof
within the stipulated completion date for the work or for the part, he shall
pay liquidated damages at 0.1 (zero point one) percent of contract value
for per day of delay subject to maximum of 10% of the contract value or
as decided by Municipal Commissioner.
The Contractor shall complete one-sixth quantum of work within one
fourth period, four-tenth quantum of work within one-half period and
eight-tenth quantum of work within three-fourth period, failing which, the
Contractor shall be liable to pay liquidated damages an amount as
specified above, or as decided by Municipal Commissioner.
The amount of liquidated damages shall, however, be subjected to a
maximum of 10 percent of the contract value.
GC-21 FORFEITURE OF SECUEITY DEPOSIT :
Whenever any claim against the Contractor for the payment of a sum of
money out of or under the contract arises, the Corporation shall be
entitled to recover such sum by appropriating in part or whole, the
security deposit of the Contractor. In case the security deposit is
insufficient, the balance recoverable shall be deducted from any sum then
due or which at any time thereafter may become due to the Contractor.
The Contractor shall pay to the owner on demand any balance remaining
GC-22 ACTION OF FORFEITURE OF SECURITY DEPOSIT :
In any case in which under any Clause or Clauses of the contract, the
Contractor shall committed a breach of any of the terms contained in this
contract, the owner shall have power to adopt any of the following courses
as he may deem best suited to his interest.
a) To rescind the contract (of which recession notice in writing to the
contractor under the hand of the owner shall be conclusive evidence) in
which case the security deposit of the Contractor shall stand forfeited and
be absolutely at the disposal of the owner.
b) To employ labour and to supply materials to carry out the balance work
debiting Contractor with the cost of labour employed and the cost of
materials supplied for which a certificate of the Engineer-In-Charge shall
be final and conclusive against the Contractor and 10% of costs on above
to cover all departmental charges and crediting him with the value of work
done at the same rates as if it has been carried out by the Contractor
under the terms of his contract. The certificate of Engineer-In-Charge as
to the value of the work done shall be final and conclusive against the
c) To measure up the work of the contractor and to take such part thereof as
shall be unexecuted out of his hand and give it to another Contractor to
complete, the same. in this case the excess expenditure incurred than
what would have been paid to the original Contractor, if the whole work
had been executed by him, shall be borne and paid by the original
Contractor and shall be deducted from any money due to him by the
owner under the contract or otherwise and for the excess expenditure, the
certificate of the Engineer-In-Charge shall be final and conclusive.
In the event any of the above courses being adopted by the owner, the
Contractor shall have no claims for compensation for any loss sustained by
him by reason of his having purchased or procured any materials or
entered into any agreements or made any advance on account of or with a
view to the execution of the work or the performance of the contract.
In purchase the Contractor shall not be entitled to recover or be paid any
sum for any work actually performed under this contract unless the
Engineer-In-Charge will certify in writing the performance of such work
and the value payable in respect thereof and he shall only be entitled to be
paid the value so certified.
In the event of the owner putting in force the powers as stated in a, b, c,
above vested in him under the proceeding clause, he may, if he so desires,
take possession of all or any tools and plant, materials and stores in or
upon the works or the site thereof belonging to the Contractor, or
procured by him and intended to be used for the execution of the work or
any part thereof paying or allowing for the same in account at the contract
rates to be certified by the Engineer-In-Charge. The Engineer-In-Charge
may give notice in writing to the Contractor or his representative requiring
him to remove such tools, plant, materials or stores from the premises
within the time specified in the notice and in the event of the Contractor
failing to comply with any such notice, the Engineer-In-Charge may
remove them at the Contractor's expenses or sell them by auction or
private sale on account of the Contractor and his risks in all respects
without any further notice as to the date, time or place of the sale and the
certificate of Engineer-In-Charge as to the expense of any such removal
and the amount of the proceeds and the expenses of any such sale shall
be final and conclusive against the Contractor.
GC-23 COMPENSATION FOR ALTERATION IN OR RESTRICTION IN WORK :
If at any time from the commencement of the work, the owner shall for
any reasons whatsoever not require the whole work or part thereof as
specified in the e-Tender to be carried out, the Engineer-In-Charge shall
give notice in writing of the fact to the Contractor, who shall have no claim
to any payment or compensation whatsoever on account of any profit or
advantage which he might have derived from the execution of the work in
full but which he did not derive in consequence of full amount of the work
not having been carried out. He also shall not have any claim for
compensation by reasons of any alterations having been made in original
specifications, drawings, designs and instructions which shall involve any
curtailment of the work as originally contemplated.
When the Contractor is a partnership firm, the prior approval in writing of
the owner shall be obtained before any change is made in the Constitution
of the firm. Where the Contractor is an individual or a Hindu Undivided
Family or business concern, such approval as aforesaid shall, likewise be
obtained before Contractor enters into an agreement with other parties
where under, the reconstituted firm would have the right to carry out the
work hereby undertaken by the Contractor. In either case, if prior
approval as aforesaid is not obtained, the contract shall be deemed to
have been allotted contravention of subletting clause hereof and the same
action may be taken and the same consequence shall ensure as provided
in the subletting clause.
GC-24 IN THE EVENT OF DEATH OF THE CONTRACTOR :
Without prejudice to any of the rights or remedies under the contract, if
the Contractor dies, the owner shall have the option of terminating the
contract without compensation to the Contractor.
GC-25 MEMBERS OF THE OWNER NOT INDIVIDUALLY LIABLE :
No official or employee of the owner shall in any way be personally bound
or liable for the acts or obligation of the owner under the contract, or
answerable for any default or omission in the observance or performance
of any acts, matters or things, which are herein, contained.
GC-26 OWNER NOT BOUND BY PERSONAL REPRESENTATIONS :
The Contractor shall not be entitled to any increase on the schedule of
rates or any other rights or claims whatsoever by reason of
representation, promise or guarantees given or alleged to have been given
to him by any person.
GC-27 CONTRACTOR'S OFFICE AT SITE :
The Contractor shall provide and maintain an office at the site for the
accommodation of his agent and staff and such office shall remain open at
all reasonable hours to receive information, notices or other
communications.
GC-28 CONTRACTOR'S SUBORDINATE STAFF AND THEIR CONDUCT :
1. The Contractor on award of the work shall name and depute a qualified
Engineer having experience of carrying out work of similar nature, whom
equipments, materials, if any, shall be issued and instructions for work
given. the Contractor shall also provide to the satisfaction of Engineer-In-
Charge sufficient and qualified staff, competent sub-agents, foreman and
loading hands including those specially qualified by previous experience to
supervise the type of works comprised in the contract in such manner as
will ensure work of the best quality and expeditious working. If, in the
opinion of the Engineer-In-Charge additional properly qualified supervision
staff is considered necessary, it shall be employed by the Contractor,
without additional charge on account thereof. The Contractor shall ensure
to the satisfaction of the Engineer-In-Charge that sub-contractors, if any,
shall provide competent and efficient supervision over the work entrusted
2. If and whenever any of the Contractor's or sub-contractor's agents, sub-
agents, assistants, foreman or other employees shall, in the opinion of the
Engineer-In-Charge, be guilty of any misconduct or be incompetent or
insufficiently qualified or negligent in the performance of their duties or
that in the opinion of the owner or Engineer-In-Charge, it is undesirable
for administrative or any other reason for person or persons to be
employed in the works, the Contractor if so directed by the Engineer-In-
Charge, shall at once remove such person or persons from employment
thereon. Any person or persons so removed shall not again be re-
employed in connection with the works without the written permission of
the Engineer-In-Charge. Any person, so removed from the works shall be
immediately replaced at the expense of the Contractor by a qualified and
competent substitute. Should the Contractor be required to repatriate any
person removed from the works he shall do so after approval of Engineer-
In-Charge and shall bear all costs in connection there with.
3. The Contractor shall be responsible for the proper behavior of all the staff,
foreman, workmen and others and shall exercise proper control over them
and in particular and without prejudice to the said generality, the
Contractor shall be bound to prohibit and prevent any employee from
trespassing or acting in any way detrimental or prejudicial to the interest
of the community or of the properties or occupiers of land and properties
in the neighborhood and in the event of such employees so trespassing,
the Contractor shall be responsible therefore and relieve the owner of all
consequent claims, actions for damages or injury or any other ground
whatsoever. The decision of the Engineer-In-Charge upon any matter
arising under this claim shall be final.
4. If and when required by the owner, the Contractor's personnel entering
upon the owner's premises shall be properly identified by badges of a type
acceptable to the owner which must be worn at all times on owner's
GC-29 TERMINATION OF SUB-CONTRACT BY OWNER :
If any sub-contractor engaged upon the works at the site execute any
work which in the opinion of Engineer-In-Charge is not accordance with
the contract documents, the owner may by written notice to the
Contractor request him to terminate such sub-contract and the Contractor
upon the receipt of such notice shall terminate such sub-contracts and the
latter shall forthwith leave the works, failing which, the owner shall have
the right to remove such sub-contractors from the site.
No action taken by the owner under the above clause shall relieve the
Contractor of his liabilities under the contract or give rise to any right to
compensation, extension of time or otherwise.
GC-30 POWER OF ENTRY :
If the Contractor shall not commence the work in the manner previously
described in the contract documents or if he shall at any time, in the
opinion of Engineer-In-Charge –
i) Fail to carry out works in conformity with the contract documents, or
ii) Fail to carry out the works in accordance with the time schedule, or
iii) Substantially suspend work or the works for a period of seven days
without authority from Engineer-In-Charge, or
iv) Fail to carry out and execute the work to the satisfaction of the Engineer-
v) Fail to supply sufficient or suitable construction plant, temporary works,
labour, materials or things, or
vi) Commit breach of any other provisions of the contract on his part to be
performed or observed or persists in any of the above mentioned breaches
of the contract for seven days after notice in writing shall have been given
to the Contractor by the Engineer-In-Charge requiring such breach to be
vii) Abandon the work, or
viii) During the continuance of the contract becomes bankrupt, make any
arrangement or compromise with his creditors, or permit any execution to
be levied or go into liquidation whether compulsory or voluntary not being
merely a voluntary liquidation for the purpose of amalgamation or
reconstruction then in any such case.
The owner shall have the power to enter upon the works and take
possession thereof and of the materials, temporary works, constructional
plant and stores therein and to revoke the Contractor's license to use the
same and to complete the works by his agents, other Contractor or
workmen, to relate the same upon any terms to such other person firm or
Corporation as the owner in his absolute discretion may think proper to
employ, and for the purpose aforesaid to use or authorize the use of any
materials, temporary works, constructional plant, and stores as aforesaid
with making payments or allowance to the Contractor for the said
materials other than such as may be certified in writing by the Engineer-
In-Charge to be reasonable and without making any payment or allowance
to the Contractor for the use of said temporary works, constructional plant
and stock or being liable for loss or damage thereto. If the owner shall be
reason of his taking possession of the works or of the work being got
completed by other Contractor incurred excess expenditure be deducted
from any money which may be due for the work done by the Contractor
under the contract and not paid for. Any deficiency shall forthwith be
made good and paid to the owner by the Contractor and the owner shall
have power to sell in such manner and for such price as he may think fit
all or any of the constructional plant, materials etc., consist constructed by
or belonging to and to recoup and retain the said deficiency or any part
thereof out of the proceeds of the sale.
GC-31 CONTRACTOR'S RESPONSIBILITY WITH THE OTHER CONTRACTOR
Without repugnance to any other conditions, it shall be the responsibility
of the Contractor executing the work, to work in close co-operation and
co-ordination with other Contractors or their authorized representatives
and the Contractor will put a joint scheme with the concurrence of other
contractors or their authorized representatives showing the arrangements
for carrying his portion of the work to the Engineer-In-Charge and get the
approval. The Engineer-In-Charge before approving the joint scheme will
call the parties concerned and modify the scheme if required. No claim
will be entertained on account of the above. The Contractor shall conform
in all respects with the provisions of any statutory regulations, ordinances
or bylaws of any local or duly constituted authorities or public bodies
which may be applicable from time to time to works or any temporary
works. The Contractor s shall keep the owner indemnified against all
penalties and liabilities of every kind arising out of non-adherence to such
statutes, ordinance, laws, rules, regulations etc.
GC-32 OTHER AGENCIES AT SITE :
The Contractor shall have to execute the work in such place and condition
where other agencies will also be engaged for other works, such as site
grading, filling and leveling, electrical and mechanical engineering works
etc. No claim shall be entertained for works being executed in the above
GC-33 NOTICES :
Any notice under this contract may be served on the Contractor or his duly
authorized representative at the job site or may be served by Registered
Post direct to the official address of the Contractor. Proof of issue of any
such notice could be conclusive of the Contractor having been duly
informed of all contents therein.
GC-34 RIGHTS OF VARIOUS INTERESTS :
The owner reserves the right to distribute the work between more than
one Contractor. Contractor shall co-operate and afford reasonable
opportunity to other Contractor s for access to the works, for the carriage
and storage of materials and execution of their works. Whenever the work
being done by department of the owner or by other Contractor employed
by the owner is contingent upon work covered by this contract, the
respective rights of the various interests shall be determined by the
Engineer-In-Charge to secure the completion of various portions of the
work in general harmony.
GC-35 PRICE ADJUSTMENTS :
No adjustment in price shall be allowed and no price escalation will be
GC-36 TERMS OF PAYMENT :
The payment of bills shall be made progressively according to the rules
and practices followed by the Corporation. The progressive payment
unless otherwise provided in the contract agreement or subsequently
agreed to by the parties shall be made generally monthly on submission of
a bill by the Contractor in prescribed form of an amount according to the
value of the work performed less the price of materials supplied by owner
aggregate of previous progressive payments and as required by Clause
GC-37 (Retention of Money) herein. All such progressive payments shall
be regarded as payments by way of advance against final payment.
Payment for the work done by the Contractor will be based on the
measurement at various stages of the work, in accordance with the
condition at clause GC-81 (measurement of work in progress).
GC-37 RETENTION MONEY :
Pursuance to clause GC-36 (Terms of Payment) any on at money due to
the Contractor for work done, Corporation will hold as Retention money
five (5) percent of the value of work. The retention money will not
normally be due for payment until the completion of the entire work and
till such period the work has been finally accepted by the Corporation and
a completion certificate issued by the Corporation in pursuant to Clause-
GC 79 (Completion Certificate).
GC-38 PAYMENTS DUE FROM THE CONTRACTOR :
All costs, damages or expenses, for which under the contract, Contractor
is liable to the Corporation, may be deducted by the Corporation from any
money due or becoming due to the Contractor under the contract or from
any other contract with the Corporation or may be recovered by action at
law or otherwise from the Contractor.
GC-39 CONTINGENT FEE :
i) The Contractor warrants that he has not employed a person to solicit or
secure the contract upon any agreement for a commission, percentage,
and brokerage contingent fee. Breach of this warranty shall give the
Corporation the right to cancel the contract or to take any drastic measure
as the Corporation may deem fit. The warranty does not apply to
commissions payable by the Contractor to establish commercial or selling
agent for the purpose of securing business.
ii) No officer, employer or agent of the Corporation shall be admitted to any
share or part of this contract or to any benefit that may rise there from.
GC-40 BREACH OF CONTRACT BY CONTRACTOR :
If the Contractor fails to perform the work under the contract with due
diligence or shall refuse or neglect to comply with instructions given to him
in writing by the Engineer-In-Charge in accordance with the contract, or
shall contravene the provisions of the contract, the Corporation may give
notice in writing to the Contractor to make good such failure, neglect, or
contravention. Should the Contractor fail to comply with such written
notice within 10 (Ten) days of receipt, it shall be lawful for the
Corporation, without prejudice to any other rights the Corporation may
have under the contract, to terminate the contract for all or part of the
works, and make any other arrangements it shall deem necessary to
complete the work outstanding under the contract at the time of
termination. In this event, the performance Bond shall immediately
become due and payable to the Corporation. The value of the work done
on the date of termination and not paid for shall be kept as deposit for
adjustment of excess expenditure incurred in getting the remaining work
completed and the Corporation shall have free use of any works which the
Contractor may have at the site at the time of termination of the contract.
If Contractor fails to carry out the work in timely manner as mentioned in
clause 20 (Liquidated damages), Rajkot Municipal Corporation may give
notice in writing to the Contractor to expedite the work, so that the work
can be completed as per time schedule. If Contractor fails to expedite the
work within 10 days of receipt of notice, Rajkot Municipal Corporation may
terminate the contract and debar the Contractor for three years and the
remaining work will be executed through other agency at the risk and cost
of the Contractor.
GC-41 DEFAULT OF CONTRACTOR :
i) The Corporation may upon written notice of default to the Contractor
terminate the contract circumstances detailed as under:
a) If in the opinion of the Corporation, the Contractor fails to make
completion of works within the time specified in the completion schedule
or within the period for which extension has been granted by the
Corporation to the Contractor.
b) If in the opinion of the Corporation, the Contractor fails to comply with any
of the other provisions of this contract.
ii) In the event, the Corporation terminates the contract in whole or in part
as provided in Article GC-50 (Termination of the Contract) the Corporation
reserves the right to purchase upon such terms and in such manner as it
may be deem appropriate, plant similar to one which is not supplied by 56the
Contractor and the Contractor will be liable to the Corporation for any
additional costs for such similar plant and / or for liquidated damages for
delay until such time as may be required for the final completion of works.
iii) If this contract is terminated as provided in this paragraph GC-40 AND/OR
GC-30 (Power of Entry) (1) the Corporation in addition to any other rights
provided in this clause, may require the Contractor to transfer title and
deliver to the Corporation.
a) Any completed works
b) Such partially completed information and contract rights as the Contractor
has specifically produced or acquired for the performance of the contract
iv) In the event, the Corporation does not terminate the contract as provided
in the paragraph GC-50 (Termination of Contract) the Contractor shall
continue performance of the contract, in which case, he shall be liable to
the Corporation for liquidated damages for delay until the works are
completed and accepted.
GC-42 BANKRUPTCY :
If the Contractor shall become bankrupt or insolvent or has a receiving
order made against him, or compound with his creditors, or being the
Corporation commence to be wound up not being a member voluntary
winding up for the purpose of amalgamation or reconstruction, or carry on
its business under a receiver for the benefit of his creditors or any of
them, the Corporation shall be at liberty to either (a) terminate the
contract forthwith by giving notice in writing to the Contractor or to the
receiver or liquidator or to any person or Organization in whom the
contract may become vested and to act in the manner provided in Article
GC-41 (Default of Contractor) as thought the last mentioned notice had
been the notice referred to in such article or (b) to give such receiver,
liquidator or other persons in whom the contract may become vested the
option of carrying out the contract subject to his providing a satisfactory
guarantee for the due and faithful, performance of the contract up to an
amount to be agreed. In the event that the Corporation terminates the
contract in accordance with this article, the performance bond shall
immediately become due and payable on demand to Corporation.
GC-43 OWNERSHIP :
Works hand over pursuant to the contract shall become the property of
the Corporation from whichever is the earlier of the following times,
a) When the works are completed pursuant to the contract.
b) When the contractor has been paid any sum to which he may become
entitled in respect thereof pursuant to Clause GC-36 (Terms of Payment).
GC-44 DECLARATION AGAINST WAIVER :
The condemnation by the Corporation of any breach or breaches by the
Contractor or an authorized sub-contractor of any of the stipulations and
conditions contained in the contract, shall in no way prejudice or affect or
be construed as a waiver of the Corporation's rights, powers and remedies
under the contract in respect of any breach or breaches.
GC-45 LAWS GOVERNING THE CONTRACT :
This contract shall be construed according to and subject to the laws of
India and the State of Gujarat and under the jurisdiction of the Courts of
Gujarat at Rajkot.
GC-46 OVER PAYMENT AND UNDER PAYMENT :
Whenever any claim for the payment of a sum to the Corporation arises
out of or under this contract against the Contractor, the same may be
deducted by the Corporation from any sum then due or which at any time
thereafter may become due to the Contractor under this contract and
failing that under any other contract with the Corporation (which may be
available with the Corporation), or from his retention money or he shall
pay the claim on demand. The Corporation reserves the right to carry out
post payment audit and technical examinations of the final bill including all
supporting vouchers, abstracts etc. The Corporation further reserves the
right to enforce recovery of any payment when detected, not with standing
the fact that the amount of the final bill may be included by one of the
parties as an item of dispute before an Arbitrator, appointed under Article
GC-49 (Arbitration) of this contract and notwithstanding the fact that the
amount of the final bill figures in the arbitration award. If as a result of
such audit and technical examinations any over payment is discovered in
respect of any work done by the Contractor or alleged to have been done
by him under the contract, it shall be recovered by the Corporation from
the Contractor as prescribed above. If any under payment is discovered
by the Corporation, the amount due to the Contractor under this contract,
may be adjusted against any amount then due or which may at any time
thereafter become due before payment is made to the Contractor.
GC-47 SETTLEMENT OF DISPUTES :
Except as otherwise specifically provided in the contract, all disputes
concerning questions of fact arising under the contract shall be decided by
the Engineer-In-Charge subject to a written appeal by the Contractor to
the Engineer-In-Charge and those decisions shall be final and binding on
the parties hereto. Any disputes or differences including those considered
as such by only one of the parties arising out of or in connection with this
contract shall be to the extent possible settled amicably between the
parties. If amicable settlement cannot be reached then all disputed issues
shall be settled as provided in Article GC-48 (Disputes or differences to be
referred to) and Article No.GC-49 (Arbitration).
GC-48 DISPUTES OF DIFFERENCES TO BE REFERRED TO :
If at any time, any question, disputes or differences of any kind
whatsoever shall arise between the Engineer-In-Charge and the contractor
upon or in relation to or in connection with this contract either party may
forthwith give to the other, notice in writing of the existence of such
question, dispute or difference as to any decision, opinion, instruction,
direction, certificate or evaluation of the Engineer-In-Charge. The
question, dispute or differences shall be settled by the Municipal
Commissioner, Rajkot Municipal Corporation, who shall state his decision
in writing and give notice of same to the Engineer-In-Charge and to the
Contractor. Such decision shall be final and binding upon both parties.
The contract and work on contract if not already breached or abandoned
shall proceed normally unless and until the same shall be revised (or
uphold) by any arbitration proceedings as hereinafter provided. Such
decisions shall be final and binding on the Engineer-In-Charge and the
Contractor unless the Contractor shall require the matter to be referred to
an Arbitration panel as hereinafter provided.
GC-49 ARBITRATION :
In case of any dispute arising during the course of execution, the matter
should be referred to Municipal Commissioner who will be sole Arbitrator
whose decisions will be final and binding to the Contractor.
The word "Arbitration" or "Arbitration Clause" wherever mentioned in this
tender document, is to be treated to be referred to GC-49. In this context,
an Order bearing No.RMC/Legal/1858 dated 18-02-2017 of Legal
Department of Rajkot Municipal Corporation is uploaded separately along
with this tender, which Order, will hereafter referred and taken into
consideration for Arbitration related purpose.
GC-50 TERMINATION OF THE CONTRACT :
i) If the Contractor finds it impracticable to continue operation owing to force
majeure reasons or for any reasons beyond his control and/or the
Corporation find it impossible to continue operation, then prompt
notification in writing shall be given by the party affected to the other.
ii) If the delay or difficulties so caused cannot be expected to cease or
become unavoidable or if operations cannot be resumed within two (2)
months then either party shall have the right to terminate the contract
upon ten (10) days written notice to the other. In the event of such
termination of the contract, payment to the Contractor will be made as
a) The Contractor shall be paid for all works approved by the Engineer-In-
Charge and for any other legitimate expenses due to him.
b) If the Corporation terminates the contract owing to Force Majeure or due
to any cause beyond its control, the Contractor shall additionally be paid
for any work done during the said two (2) months period including any
financial commitment made for the proper performance of the contract
and which are not reasonably defrayed by payments under (a) above.
c) The Corporation shall also release all bonds and guarantees at its disposal
except in cases where the total amount of payment made to the
except in cases where the total amount of payment made to the
Contractor exceeds the final amount due to him in which case the
Contractor shall refund the excess amount within thirty (30) days after the
termination and the Corporation thereafter shall release all bonds and
guarantees. Should the Contractor fail to refund the amounts received in
excess within the said period such amounts shall be deducted from the
bonds or guarantees provided.
iii) On termination of the contract for any cause the Contractor shall see the
orderly suspension and termination of operations, with due consideration
to the interests of the Corporation with respect to completion safeguarding
of storing materials procured for the performance of the contract and the
salvage and resale thereof.
GC-51 SPECIAL RISKS :
If during the contract, there shall be an outbreak of war (whether war is
declared or not), major epidemic, earthquake or similar occurrence in any
part of the world beyond the control of either party to the contract which
financially or otherwise materially affects the execution of the contract, the
Contractor shall unless and until, the contract is terminated under the
provisions of this article use his best endeavors to complete the execution
of the contract, provided always that the Corporation shall be entitled at
any item after the onset of such special risks, to terminate the contract by
giving written notice to the contractor and upon such notice being given
this contract shall terminate but without prejudice to the rights of either
party in respect of any antecedent breach thereof.
The Contractor shall not be liable for payment of compensation for delay
or for failure to perform the contract for reasons of Force Majeure such as
acts of public enemy, acts of Government, fires, floods, cyclones,
epidemics, quarantine restrictions, lockouts, strikes, freight embargoes
and provided that the Contractor shall within 10 (ten) days from the
beginning of such delay notify the Engineer-In-Charge in writing, of the
cause of delay, the Corporation shall verify the facts and grant such
extension as the facts justify.
GC-52 CHANGE IN CONSTITUTION :
Where the Contractor is a partnership firm, the prior approval in writing of
the owner shall be obtained before any change is made in the constitution
of the firm. Where the Contractor is an individual or undivided family
business concern such approval as aforesaid shall likewise be obtained
before the Contractor enters into any partnership agreement where under
the partnership firm would have the right to carry out the works hereby
undertaken by the Contractor. If prior approval as aforesaid is not
obtained, the contract shall be deemed to have been assigned in
contravention of contract.
GC-53 SUB-CONTRACTUAL RELATIONS :
All works performed for the contract by a sub-contractor shall be pursuant
to an appropriate agreement between the Contractor and the sub-
contractor, which shall contain provision to –
a) Protect and preserve the rights of the Corporation and the Engineer-In-
Charge with respect to the works to be performed under the sub-
contracting party will not prejudice such rights.
b) Require that such work be performed in accordance with the requirements
of contract documents.
c) Require under such contract to which the contractor is a party, the
submission to the Contractor of application for payment and claims for
additional costs, extension of time, damages for delay or otherwise with
respect to the sub-contracted portions of the work in sufficient time, that
the Contractor may apply for payment comply in accordance with the
contract documents for like claims by the Contractor upon the Corporation.
d) Waive all rights the contracting parties may have against one another for
damages caused by fire or other perils covered by the property insurance
except such rights as they may have to the proceeds of such insurance
held by the Corporation as trustee and,
e) Obligate each sub-contractor specifically to consent to the provisions of
GC-54 PATENTS AND ROYALTIES :
1. Contractor, if licensed under any patent covering equipment, machinery,
materials or composition of matter to be used or supplied or methods and
process to be practiced or employed in the performance of this contract
agrees to pay all royalties and license fees, which may be due with respect
thereto. If any equipment, machinery, materials, composition matters, to
be used or supplied or methods practiced or employed in the performance
of this contract, is covered by a patent under which Contractor is not
licensed, then the Contractor before supplying / using the equipment,
machinery, materials, compositions, methods of process shall obtain such
license and pay such royalties and license fees as may be necessary for
performance of this contract. In the event Contractor fails to pay such
royalty or to obtain any such license, any suit for infringement of such
patents which is brought against the Contractor or the owner as a result of
such failure will be defended by the Contractor at his own expenses and
the Contractor will pay any damages and costs awarded in such suit. The
Contractor shall promptly notify the owner if the Contractor has acquired
knowledge of any plant under which a suit for infringement could be
reasonably brought because of the use by the owner of any equipment
machinery, materials, process methods to be supplied in hereunder.
Contractor agrees to and does hereby grant to owner together with the
right to extend the same to any of the subsidiaries of the owner an
irrevocable royalty fee license to use in any Country, any invention made
by the Contractor or his employees in or as a result of the performance of
work under contract.
2. With respect to any sub-contract entered into by Contractor pursuant to
the provisions of the relevant clause hereof, the Contractor shall obtain
from the sub-contractor an understanding to provide the owner with the
same patent protection that contracts is required to provide under the
provisions of the clause.
3. The Contractor shall indemnify and save harmless the owner from any loss
on account of claims against owner for the contributory infringement of
patent rights arising out of and based upon the claim that the use by the
Corporation of the process included in the design prepared by the
Contractor and used in the operation of the plant infringes on any patent
If, at any time, there should be evidence of any lien or claim for which
owner might have become liable and which is chargeable to the
Contractor, the owner shall have the right to retain out of any payment
then due or thereafter to become due an amount sufficient to completely60
indemnify the owner against such lien or claim or if such lien or claim be
valid the owner may pay and discharge the same and deduct the amount
as paid from any money which may be due or become due and payable to
the Contractor. If any lien or claims remaining unsettled after all
payments are made, the Contractor shall refund or pay to the owner all
money that the latter may be compelled to pay in discharging such lien or
claim including all costs and reasonable expenses.
GC-56 EXECUTION OF WORK :
The whole work shall be carried out in strict conformity with the provisions
of the contract document, detailed drawings, specifications and the
instructions of the Engineer-In-Charge from time to time. The Contractor
shall ensure that the whole work is executed in the most substantial, and
proper manner with best workmanship using materials of best quality in
strict accordance with the specifications to the entire satisfaction of the
Engineer-In-Charge.
GC-57 WORK IN MONSOON :
When the work continues in monsoon if required, the Contractor shall
maintain minimum labour force required for the work and plan and
execute the construction and erection work according to the prescribed
schedule. No extra rate will be considered for such work in monsoon.
During monsoon and entire construction period, the Contractor shall keep
the site free from water at his own cost. However, monsoon period from
1st July to 30th September will be excluded in time limit.
GC-58 WORK ON SUNDAYS AND HOLIDAYS :
No work except curing shall be carried out on Sunday and holidays.
However, if the exigencies of the work need continuation of work on
Sundays and Holidays, written permission of the Engineer-In-Charge shall
be obtained in advance.
GC-59 GENERAL CONDITIONS FOR CONSTRUCTION WORK :
Working hours shall be eight every day. The overtime work in two shifts
could be carried out with the written permission of the Engineer-In-Charge
but no compensation shall be paid for the same. The rate quoted shall
include this. The Contractor shall plan his work in such a way that his
labourers do not remain idle. The owner will not be responsible for idle
labour of the Contractor. The Contractor shall submit to the owner
progress report every week. The details and proforma of the report will be
as per mutual agreement.
GC-60 DRAWINGS TO BE SUPPLIED BY THE OWNER : (N.A.)
The drawings attached with the e-Tender documents shall be for general
guidance of the Contractor to enable him to visualize the type of work
contemplated and scope of work involved. Detail working drawings
according to which the work is to be done shall be prepared by the
Contractor for executing the work.
GC-61 DRAWINGS TO BE SUPPLIED BY THE CONTRACTOR:
Where drawings, data are to be furnished by the Contractor they shall be
as enumerated in special conditions of contract and shall be furnished
within the specified time. Where approval of drawings has been specified
it shall be Contractor's responsibility to have these drawings got approved
before any work is taken up with regard to the same. Any changes
becoming necessary in those drawings during the execution of the work
shall have to be carried out by the Contractor at no extra cost. All final
drawings shall bear the certification stamp as indicated below duly signed
by both the Contractor and Engineer-In-Charge.
Certified true for
Contractor Engineer-In-Charge
Drawings will be approved within three (3 weeks of the receipt of the
sameby the Engineer-In-Charge.
GC-62 SETTING OUT WORK :
The Contractor shall set out the work on the site handed over by the
Engineer-In-Charge and shall be responsible for the correctness of the
same. The work shall be carried out to the entire satisfaction of Engineer-
In-Charge. The approval thereof or partaking by Engineer-In-Charge or
setting out work shall not relieve Contractor of any of his responsibilities.
The Contractor shall provide at his own cost all necessary level posts,
pegs, bamboos, flags, ranging rods, strings and other materials and
labourers required for proper setting out of the work. The Contractor shall
provide fix and be responsible for the maintenance of all stakes,
templates, level markets, profiles and similar other things and shall take
all necessary precautions to prevent their removal or disturbance and shall
be responsible for the consequences for such removal or disturbance. The
Contractor shall also be responsible for the maintenance of all existing
survey marks, boundary marks, and distance marks and centerline marks
either existing or face lines and cross lines shall be marked by small
masonry pillars. Each pillar shall have distance mark at the center for
setting up the theodolite. The work shall not be started unless the setting
out is choked and approved by Engineer-In-Charge in writing but such
approval shall not relieve the Contractor of his responsibilities about the
correctness of setting out. The Contractor shall provide all materials,
labour and other facilities necessary for checking at his own cost. Pillars
bearing geodetic marks on site shall be protected by the Contractor. On
completion of the work, the Contractor shall submit the geodetic
documents according to which the work has been carried out.
GC-63 RESPONSIBILITIES OF CONTRACTOR FOR CORRECTNESS OF THE
The Contractor shall be entirely and exclusively responsible for the
correctness of every part of the work and shall rectify completely any
errors therein at his own cost when so instructed by Engineer-In-Charge.
If any error has crept in the work due to non-observance of this clause,
the Contractor will be responsible for the error and bear the cost of
corrective work.
1. Materials to be supplied by the Contractor:
Contractor shall procure and provide all the material required for the
execution and maintenance of work including M S rods; all tools, tackles,
construction plant and equipment except, the materials to be supplied by
the owner detailed in the contract documents. Owner, shall make
recommendations for procurement of materials to the respective
authorities if desired by the Contractor but assumes no responsibility of
any nature. Owner shall insist for procurement of materials with ISI
marks supplied by reputed firms of the DGS & D list.
2. If however, the Engineer-In-Charge feels that the work is likely to be
delayed due to Contractor's inability to procure materials, the Engineer-In-
Charge shall have the right to procure materials, from the market and the
Contractor will accept these materials at the rates decided by Engineer-In-
GC-64 MATERIALS TO BE SUPPLIED BY THE OWNER :
1. If the contract provided certain materials or stores to be supplied by the
owner, such materials and stores transported by the Contractor at his cost
from owner's stores or Railway Station. The cost from Contractor for the
value of materials supplied by the owner will be recovered from the
R.A.Bill on the basis of actual consumption of materials in the work
covered and for which R A Bill has been prepared. After completion of the
work, the Contractor has to account for the full quantity of materials
supplied to him.
2. The value of store materials supplied by owner to the Contractor shall be
charged at rates shown in the contract document and in case any other
material not listed in the schedule of materials is supplied by the owner,
the same shall be charged at cost price including carting and other
expenses incurred in procuring the same. All materials so supplied shall
remain the property of the owner and shall not be removed from the site
on any account. Any material remaining unused at the time of completion
of work or termination of contracts shall be returned to owner's store or
any other place as directed by the Engineer-In-Charge in perfectly good
condition at Contractor's cost. When materials are supplied free of cost for
use in work and surplus and unaccounted balance thereof are not returned
to the owner, recovery in respect of such balance will be effected at double
the applicable issue rate of the material or the market rates whichever is
GC-65 CONDITIONS OF ISSUE OF MATERIALS BY THE OWNER: (N.A.)
The materials specified to be issued by the owner to the Contractor shall
be issued by the owner at his store and all expenses for it carting site shall
be borne by the Contractor will be issued during working hours and as per
rules of owner from time to time.
Contractor shall bear all expenses for storage and safe custody at site of
materials issued to him before use in work.
Material shall be issued by the owner in standard / non-standard sizes as
obtained from manufacturer.
Contractor shall construct suitable godowns at site for storing the
materials to protect the same from damage due to rain, dampness, fire,
The Contractor should take the delivery of the materials issued by the
owner after satisfying himself that they are in good condition. Once the
materials are issued, it will be the responsibility of the Contractor to keep
them in good condition and in safe custody. If the materials get damaged
or if they are stolen, it shall be the responsibility of the Contractor to
replace them at his cost according to the instructions of the Engineer-In-
For delay in supply or for non-supply of materials to be supplied by the
owner, on account of natural calamities, act of enemies, other difficulties
beyond the control of the owner, the owner carries no responsibilities. In
no case the Contractor shall be entitled to claim any compensation for loss
suffered by him on this account.
None of the materials issued to the contractor, shall be used by the
Contractor for manufacturing items which can be obtained from the
manufacturer's. The materials issued by the owner shall be used for the
work only and no other purpose.
Contractor shall be required to execute indemnity bond in the prescribed
form for the safe custody and account of materials issued by the owner.
Contractor shall furnish sufficiently in advance a statement of his
requirements of quantities of materials to be supplied by the owner and
the time when the same will be required for the work, so as to enable
Engineer-In-Charge to make arrangements to procure and supply the
A daily account of materials issued by the owner shall be maintained63
the contractor showing receipt, consumption and balance on hand in the
form laid down by Engineer-In-Charge with all connected paper and shall
be always available for inspection in the site office.
Contractor shall see that only the required quantities of materials are got
issued and no more. The Contractor shall be responsible to return the
surplus materials at owner's store at his own cost.
GC-66 MATERIALS PROCURED WITH ASSISTANCE OF THE OWNER :
Notwithstanding anything contained to the contrary in any of the clauses
of this contract, where any materials for the execution of the contract are
procured with the assistance of the owner either by issue from owner's
stock or purchase made under orders or permits or licenses issued
materials as trustees for owner, and use such materials not disposed them
off without the permission of owner and unserviceable materials that may
be left with him after completion of the contract or at its termination for
any reason whatsoever on his being paid or credited such price as
Engineer-In-Charge shall determine having due regard to the conditions of
the materials. The price allowed to Contractor shall not exceed the
amount charged to him excluding the storage of breach of the aforesaid
condition, the Contractor shall in terms of license or permits and/or for
criminal breach of trust be liable to compensate owner at double the rate
or any higher rates. In the event of these materials at that time having
higher rate or not being available in the market then any other rate to be
determined by the Engineer-In-Charge at his decision shall be final and
GC-67 MATERIALS OBTAINED FROM DISMANTLING :
If the Contractor, in the course of execution of work, is called upon to
dismantle any part of work for reasons other than on account of bad or
imperfect work, the materials obtained from dismantling will be property
of the owner and will be disposed off as per instructions of Engineer-In-
Charge in the best interest of the owner.
GC-68 ARTICLE OF VALUE OF TREASURE FOUND DURING CONS-
All gold, silver and other minerals of any description and all precious
stones, coins, treasures, relics, antiques and other similar things which
shall be found in, under or upon site shall be the property of the owner
and the Contractor shall properly preserve the same to the satisfaction of
the Engineer-In-Charge and shall hand over the same to the owner.
GC-69 DISCREPANCIES BETWEEN INSTRUCTIONS:
If there is any discrepancy between various stipulations of the contract
documents or instructions to the Contractor or his authorized
representative or if any doubt arises as to the meaning of such stipulation
or instructions, the Contractor shall immediately refer in writing to the
Engineer-In-Charge and shall hand over the same to the owner.
GC-70 ALTERATIONS IN SPECIFICATIONS & DESIGNS & EXTRA WORK :
The Architect / Engineer-In-Charge shall have power to make any
alterations in, omission from, addition to substitution for, the schedule of
rates, the original specifications, drawings, designs and instructions that
may appear to him to be necessary or advisable during the progress of
work and the Contractor shall be bound to carry out such altered / extra /
new items of work in accordance with any instructions which may be given
to him in writing signed by Engineer-In-Charge and such alteration
omissions, additions or substitutions, shall not invalidate contract and any
altered, additional or substituted work shall be carried out by the
Contractor on the same conditions of contract. The time of completion
may be extended by Architect as may be considered just and reasonable
by him. The rates for such additional, altered or substitute work shall be
worked out as under :
a) If the rates for additional, altered or substitutes work are specified in
contract for work, the Contractor is bound to carry out such work at the
same rates as specified in the contract.
b) If the rates for additional, altered or substituted work are not specifically
provided in the contract for the work, the rates will be derived from the
rates of similar items of work in the contract work. The opinion of
Engineer-In-Charge as to whether the rates can be reasonably so derived
the items of contract will be final and binding to the Contractors.
c) If the rates of altered, additional or substitute work cannot be determined
as specified in (a) or (b) above, the rate shall be paid as per S.O.R. of RMC
and if not available in RMC SOR than it will be paid according to SOR of
d) If the rates of altered, additional or substitute work cannot be determined
as specified in (a) or (b) or (c) above, the Contractor shall within seven
days of the receipt of order to carry out the work inform the Architect /
Engineer-In-Charge of the rate which he intends to charge for such work
supported by rate analysis and the Architect / Engineer-In-Charge will
determine the rate on the basis of prevailing market rates of materials,
labour cost at schedule of labour plus 15% there on as Contractor's
supervision overheads and profit. The opinion of Architect / Engineer-In-
Charge as to the market rates of materials and the quantity of labour
involved per unit of measurement will be final and binding on Contractor.
But under no circumstances, the Contractor suspends work or the plea of
non settlement of items falling under this clause.
GC-71 ACTION WHEN NO SPECIFICAITONS ARE ISSUED :
In case of any class of work for which no specifications is supplied by the
owner in the e-Tender documents, such work shall be carried out in
accordance with relevant latest ISS and if ISS do not cover the same, the
work shall be carried out as per General Technical Specification for
building work; and if not covered in then it is to be with standard
Engineering Practice subject to the approval of Engineer-In-Charge.
GC-72 ABNORMAL RATES :
Contractor is expected to quote rate for each item after careful analysis of
cost involved for the performance of the completed item considering all
specifications and conditions of contract.
GC-73 ASSISTANCE TO ENGINEER-IN-CHARGE:
Contractor shall make available to Engineer-In-Charge free of cost all
necessary instruments and assistance in checking of any work made by
the Contractor setting out for taking measurement of work etc.
GC-74 TESTS FOR QUALITY OF WORK :
1. All workmanship shall be of the best kind described in the contract
documents and in accordance with the instructions of Engineer-In-Charge
and shall be subjected from time to time to such tests at Contractor's cost
as the Engineer-In-Charge may direct at the place of manufacture of
fabrication or on the site or at any such place. Contractor shall provide
assistance, instruments, labour and materials as are normally required for
examining, measuring and testing of any work of workmanship as may be
selected and required by Engineer-In-Charge.
2. All tests necessary in connection with the execution of work as decided by
Engineer-In-Charge shall be carried out at an approved laboratory at
Contractor's cost.
3. Contractor shall furnish the Engineer-In-Charge for approval when
requested or if required by the specification, adequate samples of all
materials and finished goods to be used in work sufficiently in advance to
permit tests and examination thereof. All materials furnished and finished
goods applied in work shall be exactly as per the approved samples.
GC-75 ACTION AND COMPENSATION IN CASE OF BAD WORKMANSHIP :
If it shall appear to the Engineer-In-Charge that any work has been
executed with materials of inferior description, or quality or are unsound
or with unsound, imperfect or unskilled workmanship or otherwise not in
accordance with the contract, the Contractor shall, on demand in writing
from Engineer-In-Charge or his authorized representative specifying the
work, materials or articles complained of, notwithstanding that the same
may have been inadvertently passed, certified and paid for, forthwith
rectify or remove and reconstruct the work, so specified. In the event of
failure to do so within a period to be specified by the Engineer-In-Charge
in his aforesaid demand, Contractor shall be liable to pay compensation at
the rate of half a percent of the estimated cost of work for every work
limited to a maximum of ten (10%) percent of the value of work while his
failure to do so continues and in the case of any such failure, the
Engineer-In-Charge may on expiry of the notice period rectify and remove
and re-execute the work or remove and replace with others at the risk and
cost of the Contractor. The decision of the Engineer-In-Charge as to any
question arising under this clause shall be final and conclusive.
GC-76 SUSPENSION WORK :
Contractor shall, if ordered in writing by Engineer-In-Charge or his
representative temporarily suspended the work or any part thereof for
such time (not exceeding one month) as ordered and shall not after
receiving such written notice proceed with the work until he shall have
received a written order to proceed therewith. The Contractor shall not be
entitled to claim compensation for any loss or damage sustained by him by
reason of temporary suspension of work as aforesaid. An extension of
time for completion of work will be granted to the Contractor
corresponding to the delay caused by such suspension of work if he
applies for the same provided the suspension was not consequent upon
any default or failure on the part of the Contractor.
GC-77 OWNER MAY DO PART OF THE WORK :
When the Contractor fails to comply with any instructions given in
accordance with the provisions of this contract, the owner has the right to
carry out such parts of work as the owner may designate whether by
purchasing materials and engaging labour or by the agency of another
Contractor. In such case the owner shall deduct from the amount which
otherwise might become due to Contractor, the cost of such work and
materials with then (10) percent added to cover all departmental charges
and should the total amount thereof exceed the amount due to contract,
and should the total amount thereof exceed the amount due to contract,
Contractor shall pay the difference to owner.
GC-78 POSSESSION PRIOR TO COMPLETION :
The Engineer-In-Charge shall have the right to take possession of or to
use any completed or partly completed work or part of work. Such
possession or use shall not be deemed to be an acceptance of any work
completed in accordance with the contact. If such prior possession or use
by Engineer-In-Charge delays the process of work, equitable adjustment
in the time of completion will be made and the contract shall be deemed to
be modified accordingly.
GC-79 COMPLETION CERTIFICATE :
As soon as the work has been completed in accordance with contact
(except in minor respects that do not effect their use for the purpose for
which they are intended and except for maintenance thereof) as per
General Conditions of Contract the Engineer-In-Charge shall issue a
certificate (hereinafter called completion certificate) in which shall certify
the date on which work has been completed and has passed the said tests
and owner shall be deemed to have taken over work on the date so
certified. If work has been divided in various groups in contract, owner
shall be entitled to take over any group or groups before the other or
others and there upon the Engineer-In-Charge will issue a completion
certificate, which will, however, be for such group or groups so taken over.
In order that Contractor could get a completion certificate, he shall make
good will all speed any defect arising from the defective materials supplied
by Contractor of workmanship or any act or omission of Contractor that
may have been discovered or developed after the work or groups of works
has been taken over. The period allowed for carrying out such work will
be normally, one month. If any defect be not remedied within the time
specified, owner may proceed to do work at Contractor's (Agency, or Firm)
risk and expenses and deduct from the final bill such amount as may be
decided by owner. If by reason of any default on the part of the
Contractor, a completion certificate has not been issued in respect of every
portion of work within one month after the date fixed by contract for
completion of work, owner shall be at liberty to use work or any portion
thereof in respect of which a completion certificate has been issued,
provided that work or the portion thereof so used as aforesaid shall be
afforded reasonable opportunity for completion of that work or the portion
thereof so used as aforesaid shall be afforded reasonable opportunity for
completion of that work for the issue of completion certificate.
GC-80 SCHEDULE OF RATES :
1. The rates quoted by the Contractor shall remain firm till the completion of
the work and shall not be subject to escalation. Schedule of rates shall be
deemed to include and cover all costs, expenses and liabilities of every
description and risks or every kind to be taken in executing, completing
and handing over the work to owner by Contractor. The contractor shall
be deemed to have known the nature, scope, magnitude and the extent of
work and materials required though contract documents may not fully and
precisely furnish them. He shall make such provision in the Schedule of
Rates as he may consider necessary to cover the cost of such items of
work and materials as may be reasonable and necessary to complete the
work. The opinion of Engineer-In-Charge as to the item of work which are
necessary and reasonable for completion of the work shall be final and
binding on Contractor although the same may be not shown on drawings
or described specifically in contract documents.
2. The Schedule of Rates shall be deemed to include and cover the cost of all
constructional plant, temporary work, materials, labour and all other
matters in connection with each item in Schedule of Rates and the
execution of work or any portion thereof finished complete in every
respect and maintained as shown or described in the contract document or
as may be ordered in writing during the continuance of the contract.
3. The Schedule of Rates shall be deemed to include and cover the cost of all
royalties and fees for the articles and processes, protected by letters
patent or otherwise incorporated in or used in connection with work, also
all royalties, rents and other payments in connection with obtaining
material of whatsoever kind for work and shall include an indemnity to
owner which Contractor hereby gives against all action, proceedings,
claims, damages, costs and expenses arising from the incorporation in or
use on the works of any such articles, processes or materials. Other
Municipal or local Board charges if levied on material, equipment or
machineries to be brought to site for use on work shall be borne by the
4. No exemption or reduction of custom duties, excise duties, sales tax or
any other taxes or charges of the Central or State Government or of any
Local Body whatsoever will be granted or obtained and all such expenses
shall be deemed to have been included in and covered by Schedule of
Rates. Contractor shall also obtain and pay for all permits or other
privileges necessary to complete the work.
5. The Schedule of Rates shall be deemed to include and cover risk on
account of delay and interference with Contractor's conduct of work which
may occur from any cause including orders of owner in the exercise of67
powers and on account of extension of time granted due to various
6. For work under unit rate basis, no alteration will be allowed in the
Schedule of Rates by reasons of work or any part of them being modified,
altered, extended, diminished or omitted.
GC-81 PROCEDURE FOR MEASUREMENT OF WORK IN PROGRESS:
1. All measurements shall be in metric system. All the work in progress will
be jointly measured by the representative of Engineer-In-Charge and
Contractor's authorized agent. Such measurements will be got recorded in
the Measurement Book by the Engineer-In-Charge or his authorized
representative and signed by the Contractor or his authorized agent in
token of acceptance. If the Contractor or his authorized agent fails to be
present whenever required by the Engineer-In-Charge for taking measures
for every reasons whatsoever, the measurement will be taken by the
Engineer-In-Charge or his authorized representative not withstanding the
absence of Contractor and these measurements will be deemed to be
correct and binding on the Contractor.
2. Contractor will submit a bill in approved proforma in quadruplicate to the
Engineer-In-Charge of the work giving abstract and detailed
measurements of various items executed during a month as mutually
agreed. The Engineer-In-Charge shall verify the bill and the claim, as far
as admissible, adjusted if possible, within 10 days of presentation of the
GC-82 RUNNING ACCOUNT PAYMENTS TO BE REGARDED AS ADVANCES :
1. All running account payments shall be regarded as payments by way of
advance against the final payment only and not as payment for work
actually done and completed and shall not preclude the requiring of bad,
unsound and imperfect or unskilled work to be removed and taken away
and reconstructed or rejected or to be considered as an admission of the
due performance of contract or any part thereof.
2. Five (5) percent of the gross R A Bill amount shall be retained from each
bill as retention amount and the same will be paid with the final bill.
GC-83 NOTICE FOR CLAIM FOR ADDITIONAL PAYMENT :
If the Contractor considers that he is entitled to extra payment or
compensation or any claim whatsoever in respect of work, he shall
forthwith give notice in writing to the Engineer-In-Charge about his extra
payment and / or compensation. Such notice shall be given to the
Engineer-In-Charge within ten (10) days from the happening of any event
upon which Contractor basis such claims and such notice shall contain full
particulars of the nature of such claim with full details and amount
claimed. Failure on the part of the Contractor to put forward any claim
with the necessary particulars as above, within the time above specified
shall be an absolute waiver thereof. No omission by owner to reject any
such claim and no delay in dealing therewith shall waiver by owner or any
rights in respect thereof.
GC-84 PAYMENT OF CONTRACTOR'S BILL :
1. The price to be paid by the owner to Contractor for the work to be done
and for the performance of all the obligations undertaken by the
Contractor under contract shall be based on the contract price and
payment to be made accordingly for the work actually executed and
approved by the Engineer-In-Charge.
2. No payment shall be made for work costing less than Rs.2,00,000/- till the
work is completed and a certificate of completion for Construction is given.
But in case of work estimated to cost more than Rs.2,00,000/-, Contractor
on submitting the bill thereof will be entitled to receive a monthly payment
proportionate to the part thereof, approved and passed by Engineer-In-
Charge, whose certificate of such approval and passing of the sum68so
payable shall be final and conclusive against contractor. This payment
shall be made after necessary deductions as stipulated elsewhere in the
contract documents for materials, security deposit etc. The payment shall
be released to the Contractor within two (2) month of submission of the
bill duly pre-occupied on proper revenue stamp. Payment due to
Contractor shall be made by the owner by ECS/RTGS mode in Indian
currency. Successful bidder must furnish his Bank details for RTGS/ECS
with Account Branch of RMC.
GC-85 FINAL BILL :
The final bill shall be submitted by Contractor within one (1) month of the
date of physical completion of work, otherwise the Engineer-In-Charge's
certificate of the measurement and of total amount payable for work shall
certificate of the measurement and of total amount payable for work shall
be final and binding on all parties.
GC-86 RECEIPT FOR PAYMENT :
Receipt for payment made on account of work when executed by a firm
must be signed by a person holding Power of Attorney in this respect on
behalf of Contractor except when described in the e-Tender as a limited
company in which case the receipt must be signed in the name of the
Company by one of its principal officers or by some person having
authority to give effectual receipt for the Company.
GC-87 COMPLETION CERTIFICATE :
1. When the Contractor fulfills his obligation as per terms of contract, he shall
be eligible to apply for Completion Certificate. Contractor may apply for
separate Completion Certificate in respect of each such portion of work by
submitting the completion documents along with such application for
Completion Certificate.
The Engineer-In-Charge shall normally issue to Contractor the Completion
Certificate within one (1) month after receiving an application thereof from
Contractor after verifying, from the completion documents and satisfying
himself that work has been completed in accordance with and as set out in
the construction and erection drawings and the contract documents.
Contractor after obtaining the Completion Certificate is eligible to present
the final bill for work executed by him under the terms of contract.
2. Within one month of completion of work in all respects Contractor shall be
furnished with a certificate by the Engineer-In-Charge of such completion
but no certificate shall be given nor shall work be deemed to have been
executed until all (i) scaffolding, surplus materials and rubbish is cleaned
off site completely, (ii) until work shall have been measured by the
Engineer-In-Charge whose measurement shall be binding and conclusive
and, (iii) until all the temporary works, labour and staff colonies etc.
constructed are removed and the work site cleaned to the satisfaction of
the Engineer-In-Charge. If Contractor shall fail to comply with the
requirements as aforesaid or before date fixed for the completion of work,
the Engineer-In-Charge may at the expense of Contractor remove such
scaffolding, surplus materials and rubbish and dispose off the same as he
3. The following documents will form the completion documents:-
a) Technical documents according to which the work has been carried out.
b) Three sets of construction drawings showing therein the modifications and
corrections made during the course of execution signed by the Engineer-
c) Completion Certificate for "Embedded" or "Covered" up work.
d) Certificate of final levels as set out for various works.
e) Certificate of test performed for various work.
f) Material appropriation statement for the materials issued by owner for
work and list of surplus materials returned to owner's store duly supported
by necessary documents. (N.A.)
4. Upon expiry of the period of defect liability and subject to Engineer-In-
Charge being satisfied that work has been duly maintained by Contractor
during the defect liability period of fixed originally or as extended
subsequently and that Contractor has in all respects made up any
subsidence and performed all his obligations under contract, the Engineer-
In-Charge (without prejudice to the rights of owner in any way) give final
certificate to that effect. The Contractor shall not be considered to have
fulfilled the whole of his obligation until final certificate shall have been
given by the Engineer-In-Charge.
5. Final Certificate only evidence of completion:
Except the final certificate, no other certificate of payment against a
certificate or on general account shall be taken to be an admission by
owner of the due performance of contract or any part thereof of occupancy
or validity or any claim by the Contractor.
GC-88 TAXES, DUTIES, ETC. :
1. Contractor agrees to and does hereby accept full and exclusive liability for
the payment of any and all taxes including Sales Tax, Duties, etc., now or
hereinafter imposed, increased or modified from time to time in respect of
work and materials and all contributions and taxes for unemployment,
compensation, insurance and old age pension or annuities now or
hereinafter imposed by the Central or State Government authorities with
respect to or covered by the wages, salaries or other compensation paid to
the persons employed by Contractor.
If the Contractor is not liable to Sales Tax assessment, a certificate to that
effect from the Competent Authority shall be produced without which final
payment to the Contractor shall not be made No.P, 'C' and 'D' Form shall
be supplied by the owner, and the Contractor shall be required to pay full
tax as applicable.
2. Contractor shall be responsible for compliance with all obligations and
restrictions imposed by the labour law or any other law affecting
employer-employee relationship.
3. Contractor further agrees to comply and to secure the compliance of all
sub contractors with applicable Central, State, Municipal and local laws
and regulations and requirement. Contractor also agrees to defend,
indemnify the hold harmless the owner from any liability or penalty which
may be imposed by Central, State or local authority by reasons of any
violation by Contractor or sub Contractor of such laws, regulations or
requirements and also from all claims, suits or proceedings that may be
brought against owner arising under, growing out of or by reasons or work
provided for by this Contract by third parties or by Central or State
Government authority or any administrative Sub-Division thereof.
The Sales Tax on work contract will be borne by Contractor.
GC-89 INSURANCE :
Contractor shall at his own expenses carry and maintain the reputable
Insurance Companies to the satisfaction of owner as follows :
1. Contractor agrees to and uses hereby accept full and exclusive liability for
compliance with all obligations imposed by the Employer's State Insurance
Act, 1948 and Contractor further agrees to defend, indemnify and hold
owner hardness from any liability or penalty which may be imposed by the
Central or State Government or local authority by reasons of any assorted
violation by Contractor or Sub-Contractor or the Employees State
Insurance Act, 1948 and also from all claims, suits or proceedings that
may be brought against owner arising under, growing out of or by reasons
of the work provided for by this contract whether brought by employees of
Contractor by third parties or by Central or State Government authority or
any administrative Sub-division thereof.
Contractor agrees to fill in with the Employees State Insurance
Corporation, the declaration form and all forms which may be required in
respect of Contractor's or sub-Contractor's employees whose aggregate
remuneration is Rs.400/- p.m. or less and who are employed in work
provided for or those covered by ESI from time to time under the
agreement. The Contractor shall deduct and secure the agreement of the
sub-Contractor to deduct the employees contribution as per the first
schedule of the Employees State Insurance Act from wages. Contractor
shall remit and secure the agreement of sub-contractor to remit to the
State Bank of Indian Employees State Insurance Accounts, the employee's
contribution as required by the Act. Contractor agrees to maintain all
cards and records as required under the Act in respect of employees and
payments and Contractor shall secure the agreements of the sub
contractors to maintain in such records, any expenses incurred for the
contributions, making contributions or maintaining records shall be to
Contractors or sub-contractors own account. owner shall retain such sum
as may be necessary from the contract value until Contractor shall furnish
satisfactory proof that all contribution as required by the Employees State
Insurance Act, 1948 have been paid.
2. Workman's compensation and employees liability insurance:
Insurance shall be effected for all Contractors employees engaged in the
performance of this contract. If any part of work is sublet, Contractor
shall require the sub-Contractor to provide workman's compensation and
employer's liability insurance, which may be required by owner.
3. Other Insurance required under law of regulations or by owner Contractor
shall also carry and maintain any and all other insurance which may be
required under any law or regulation from time to time. He shall also
carry and maintain any other insurance, which may be required by owner.
GC-90 DAMAGE TO PROPERTY :
1. Contractor shall be responsible for making good to the satisfaction of
owner any loss of and any damage to all structures and properties
belonging to owner or being executed or procured or being procured by
owner or of other agencies within the premises of all work of owner, if
such loss or damage is due to fault and / or the negligence of willful act or
omission of Contractor, his employees, agent, representatives or sub-
2. Contractor shall indemnify and keep owner harmless of all claims for
damage to properties other than property arising under by reasons of this
agreement, such claims result from the fault and / or negligence or willful
act or omission of Contractor, his employees, agents representative or
sub-contractor.
GC-91 CONTRACTOR TO INDEMNIFY OWNER :
1. The Contractor shall indemnify and keep indemnified the owner and every
member, officer and employee of owner from and against all actions,
claims, demands and liabilities whatsoever under the in respect of the
breach of any of the above clauses and / or against any claim, action or
demand by any workman / employee of the Contractor or any sub-
contractor under any laws, rules or regulations having force of laws,
including but not limited to claims against the owner under the workman
compensation Act, 1923, the Employee's Provident Funds Act, 1952 and /
or the contract labour (Abolition and Regulations) Act,
2. PAYMENTS OF CLAIMS AND DAMAGES : If owner has to pay any money in
respect of such claims or demands aforesaid, the amount so paid and the
cost incurred by the owner shall be charged to and paid by Contractor
without any dispute not withstanding the same may have been paid
without the consent or authority of the Contractor.
3. In every case in which by virtue of any provision applicable in the
workman's Compensation Act, 1923 or any other Act, owner be obliged to
pay compensation to workmen employed by Contractor the amount of
compensation so paid, and without prejudice to the rights of owner under
Section-(12) Sub-section-(2) of the said Act, owner shall be at liberty to
recover such amount from any surplus due to on to become due to the
Contractor or from the security deposit. Owner will not be bound to
contest any claim made under Section-(12) Sub-section-(2) of the said act
except on written request of Contractor and giving full security for all costs
consequent upon the contesting of such claim.
The Contractor shall protect adjoining sites against structural, decorative
and other damages that could be cased to adjoining premises by the
execution of these works and make good at his cost, any such damage, so
GC-92 IMPLEMENTATION OF APPRENTICE ACT 1954 :
Contractor shall comply with the provisions of the apprentice Act 1954 and
the orders issued there under from time to time. If he fails to do so, it will
be a breach of contract.
GC-93 HEALTH AND SANITARY ARRANGEMENTS FOR WORKERS:
Contractor shall comply with all the rules and regulations of the local
Sanitary Authorities or as framed by owner from time to time for the
protection of health and provide sanitary arrangements of all labour
directly or indirectly employed on the work of this contract.
GC-94 SAFETY CODE :
Contractor shall adhere to safe construction practice and guard against
hazardous and unsafe working conditions and shall comply with owner's
rules as set forth herein.
First Aid and Industrial Injuries :
Contractor shall maintain First-Aid facilities for its employees and those of
his sub-contractors.
Contractor shall make outside arrangements for ambulance service and for
the treatment of industrial injuries. Name of those providing these
services shall be furnished to Engineer-In-Charge prior to start of
construction, and their telephone numbers shall be prominently posted in
Contractor's field office.
All injuries shall be reported promptly to Engineer-In-Charge and a copy of
Contractor's report covering each personal injury requiring the attention of
a physician shall be furnished to owner.
General Rules :
Carrying and striking, matches,lighters inside the project area and
smoking within the job site is strictly prohibited. Violators of smoking rules
shall be discharged immediately. Within the operation area, no hot work
shall be permitted, without valid gas, safety, fire permits. The Contractor
shall also be held liable and responsible for all lapses of his sub-
Contractors / employees in this regard.
Contractor's Barricades :
Contractor shall erect and maintain barricades without any extra cost,
required in connection with his operation to guard or protect during the
entire phase of the operation of this contract for -
ii) Hoisting areas
iii) Areas adjudged hazardous by Contractor's OR Owner's inspectors.
iv) Owner's existing property liable to be damaged by Contractor's
operations, in the opinion of Engineer-In-Charge / Site Engineer.
Contractor's employees and those of his sub-contractors shall become acquainted
with owner's barricading practices and shall respect the provisions thereof.
Barricades and hazardous areas adjacent to but not located in normal routes of
travel shall be marked by red lantern at night.
Suitable scaffolding shall be provided for workman for all works thatcannot safely
be done from ladders. When a ladder is used, an extra mazdoor shall be engaged
for holding the ladder and if the ladder is used for carrying materials as well
suitable footholds and handholds shall be provided on the ladder and the same
shall be given an inclination not steeper that 1 in 4 (1 horizontal and 4 vertical).
Scaffolding or staging, more than 3.6 M. (12') above the ground or floor, swing or
suspended from an overhead support or erected with stationary support shall
have a guard rail properly attached, bolted, braced and otherwise fixed at least
1.0 M (3') high above the floor or platform or scaffolding or staging and extending
along the entire length of the outside ends thereof with only such openings as
may be necessary for the delivery of materials. Such scaffolding or staging shall
be so fastened as to prevent it from swaying from the building or structure.
Working platforms, gangways, and stairways should be so constructed that
they should not sag unduly or inadequately and if the height of the platform or
the gangway of the stairway is more than 3.6 (12') above ground level or floor
level, they should be closely boarded, should have adequate width and should be
suitably fastened as described in 4.2 above.
Every opening in the floor of a building or in a working platform be provided with
suitable means to prevent the fail of persons or materials by providing suitable
fencing or railing whose minimum height shall be 1.0 M (3'.0").
Safe means of access shall be provided to all working platforms and other
working places. Every ladder shall be securely fixed. No portable single ladder
shall be over 9.0 M. (30') in length while the width between the side rails in
rung ladder shall in no case be less than 30 cms (12 inches)for ladder up to and
including 3.0 M. (10'), in longer ladders this width would be increased at least
mm (1/4") for each addition 30 c.m. (1.0) of length. Uniform step spacing shall
not exceed 30 cms. (12"). Adequate precaution shall be taken to prevent danger
from electrical equipment. No materials on any of the side of work shall be so
stacked or placed as to cause danger or inconvenience to any person or public.
The Contractor shall also provide all necessary all necessary fencing and lights to
protect the workers and staff from accidents, and shall be bound to bear the
expenses of defence of every suit action or other proceedings at law that may be
brought by any persons for injury sustained owning to neglect of the above
precautions and to pay damages and costs which may be awarded in any such
suit or action or proceedings to any such person, or which, may be with the
consent of the Contractor be paid to compromise any claim by any such person.
All trenches 1.2 M (4') or more in depth, shall at all time be supplied with at least
Ladder shall be extended bottom of the trench to at least 3" above the surface of
the ground. The side of the trench which are 1.5 M (5') or more in depth shall be
stopped back to give suitable slope, or securely held by timber bracing, so as to
avoid the danger of sides to collapse. The excavated materials shall not be placed
within 1.5 M (5') of the trench of half of the trench depth whichever is more.
Cutting shall be done from topto bottom. Under no circumstances, undermining or
under cutting be done.
Before any demolition work is commenced and also during the progress of the
work all roads and open area adjacent to the work site shall either be closed or
suitably protected.
No electric cable or apparatus which is liable to be a source of danger shall remain
electricity charged.
All practical steps shall be taken to prevent danger to persons employed from risk
of fire or explosion of flooding. No floor or other part of the building shall be so
over loaded with debris or materials as to render it unsafe.
Safety Equipment :
All necessary personal safety equipment as considered necessary by the
Engineer-In-Charge should be made available for the use of persons employed on
the site and maintained in a condition suitable for immediate use, and the
Contractor should take adequate steps to ensure proper use of equipment by
those concerned.
Workers employed on mixing asphaltic materials, cement and line mortars shall
be provided with protective footwear and protective gloves.
When the work is done near any place where there is a risk of drowning, all
necessary safety equipment shall be provided and kept ready for use and all
necessary steps taken for prompt rescue of any person in danger and adequate
provision should be made for prompt first-aid treatment ofall injuries likely to be
sustained during the course of the work.
Hoisting Equipment :
Use of hoisting machines and tackles including their attachments, and storage
and supports shall conform to the following standards or conditions.
These shall be of good mechanical construction, sound material and adequate
strength and free from patent defect and shall be kept in good condition and in
good working order.
Every rope used in hoisting or lowering materials or as a means of suspension
shall be of durable quality and adequate strength and free from patent
Every crane driver or hoisting appliance operator shall be properly qualified and
no person under the age of 21 years should be in-charge of any hoisting machine
including any scaffolding.
In case of every hoisting machine and of every chain ring hook, shackle, swivel
and pulley block used in hoisting or lowering or as means of suspension,
the safe working load shall be ascertained by adequate means. Every hoisting
machine and all gear referred to above shall be plainly marked with the safe
working load and the conditions under which it is applicable shall be clearly
indicated. No part of any machine or any gear referred to above in this paragraph
shall be loaded beyond the safe working load except for the purpose of testing.
In case of departmental machine, the safe work load shall be notified by the
Engineer-In-Charge, as regards Contractor s machine, the Contractor shall,
notify, the safety working load of the machine to the Engineer-In- Charge.
Whenever the Contractor brings any machinery to site of work he should get it
verified by the Engineer-In-Charge concerned.
10.0 Electrical Equipment :
Motors, gears, transmission, electric wiring and other dangerous parts of hoisting
appliances shall be provided with efficient safeguards, hoisting appliances should
be provided with such means when will reduce to the minimum the risk of
accidental descent of the load, adequate precautions shall be taken to reduce to
the minimum the risk of any part or a suspended load becoming accidentally
displaced. When workers are employed on electrical installations which are
already energized, insulatingmats, wearing apparel such as gloves, and booths as
may be necessary shall be provided. The workers shall not wear any rings,
watches and carry keys or other materials which are good conductors of
11.0 Maintenance of Safety Devices :
All scaffolds, ladders and other safety devices as mentioned or described herein
shall be maintained in sound condition and no scaffold, ladder or equipment shall
be altered or removed while it is in use. Adequate washing facilities should be
provided at or near place of work.
12.0 Display of Safety Instructions :
The safety provisions should be brought to the notice of all concerned by
display on a Notice Board at a prominent place at the work spot. The persons
responsible for compliance of the safety code shall be named therein by the
13.0 Enforcement of Safety Regulations :
To ensure effective enforcement of the rules and regulations relating to safety
precautions, the arrangement made by the Contractor shall be open to
inspection by the Welfare Officer, Engineer-In-Charge or Safety Engineer of the
owner or their representatives.
Notwithstanding the above clause 1.0 to 13.0 there is nothing to exempt the
Contractor from the operations of any other Act or Rules in force in the Republic
In addition to the above, the Contractor shall abide by the safety code
provisions as per C.P.W.D. safety code framed from time to time.
GC-95 ACCIDENTS :
RMC is not Reposible for any accident ongoing work. It shall be Contractor's
responsibility to protect against accidents on the works. He shall indemnify the
owner against any claim for damage or for injury to person or property
resulting from, and in the course of work and also under the provisions of the
workman's compensation Act. On the occurrence of an accident arising out of
the works which results in death or which is so serious as to be likely to result
in death, the Contractor shall within twenty-four hours of such accident,
report in writing to the Engineer-In-Charge, the facts stating clearly and in
sufficient details the circumstances of such accident and the subsequent
action. All other accidents on the works involving injuries to person or damage
to property other than that of the Contractor shall be promptly reported to the
Engineer-In-Charge, stating clearly and in sufficient details the facts and
circumstances of the accidents and the action taken. In all cases, the
Contractor shall indemnity the owner against all loss or damage resulting
directly or indirectly from the Contractor's failure to report in the manner
aforesaid. This includes penalties or fines, if any, payable by the owner as a
consequence of failure to give notice under the Workman's Compensation Act,
or failure to conform to the provisions of the said act in regard to such
In the event of an accident in respect of which compensation may become
payable under the Workman's Compensation Act VIII of 1923 including all
modification thereof, the Engineer-In-Charge may retain out of money due and
payable to the Contractor such sum of sums of money as may in the opinion of
Engineer-In-Charge be sufficient to meet such liability. On receipt of award
from the Labour Commissioner in regard to quantum of compensation, the
difference in amount will be adjusted.
Addl/Asst. Engineer Dy.Ex.Engineer ADDL. CITY ENGINEER
Signature of Contractor with Seal
TECHNICAL SPECIFICATIONS
SR NO PARTICULARS
1 Scope of Contract
2 e-TENDER Price
3 Completion Schedule
4 General Technical Guideline
5 Classification of Strata
B DETAILED TECHNICAL SPECIFICATION
B1 Material specification
1 Providing and testing of SWG pipe
2 Providing and supplying precast M.H. & H.C.C. frame and
B2 Labour specification
1 Excavation and Refilling
2 Providing and laying CC bedding for pipes
3 Providing sand/granular bedding for pipes
4 Lowering ,laying and jointing of SWG and RCC NP3 pipe
5 Removing surplus materials
6 Appurtenances
7 Breaking of Asphalt surface and re-instating of road
C GENERAL MATERIAL SPECIFICATION
3 Reinforcement
4 Brick Masonry
5 Definition of Incomplete Work
6 Contractor to observe all conditions
D ADDITIONAL CONDITIONS
E SCHEDULE OF DRAWING
:: TECHNICAL SPECIFICATIONS ::
1. SCOPE OF CONTRACT :
The work entitled comprise of excavation of trenches with shoring
and strutting wherever required bailing out water wherever
necessary, laying of pipes, jointing including supply of material and
material required for jointing, testing as per specifications,
Construction of appurtenances such as brick Masonry Manholes,
house chambers etc. as per the type design specified entirely of
the specification of various works stipulated in the e- Tender. The
work includes supply of sewer pipes i.e. stone ware pipes of ISI
Marked and R.C.C. precast manhole frames & covers which shall
have to be supplied at site or Municipal store by the contractor at
specified and shown in schedule “B”. Other material like cement etc
shall have to supplied by the contractor from open market.
2. e- TENDER PRICE:
The rates quoted in the bill of quantities shall cover everything
necessary for the due and complete execution of the work according
to the drawings and other condition and stipulations of the contract
including specifications of the evident, intend and meaning of all or
either of them or according to customary usage and for periodical
and final inspection and test and proof of the work in every respect
and for measuring, numbering or weighing the same, including
setting out and laying or fixing in position and the provision of all
materials, power, tools, rammers, labour, tackle, platforms with
impervious lapped joints for scaffolding, ranging roads, straight
edged, cantering and boxing, wedges, moulds, templates, posts,
straight rods, straight edged, cantering and boxing, wedges,
moulds, templates, posts, straight rails, boning staves strutting,
barriers, fencing lighting pumping apparatus, temporary
arrangement for passage of traffic access to premises and
continuance to drainage water supply and lighting (if interrupted
by contractor’s work) temporary sheds, painting, varnishing,
polishing establishment for efficient supervision and stating
arrangements for the efficient protective of life and property and all
requisite plant and machinery of every kind.
The contractor shall keep every portion of the work clear of
accumulation from time to time and shall leave every portion of the
work clean, clear, perfect and at the conclusion of whole, providing
at their own cost all such material implement, appliances and labour
as the Engineer in charge may require to prove if it to be so.
3. COMPLETION SCHEDULE:
The contract period shall be as prescribed in tender document,
from the date of notice to proceed. The Contractor shall submit
his completion schedule and the program of works together
with this e-Tender in conformity with completion schedule given in
4. GENERAL TECHNICAL GUIDELINE:
All the items occurring in the work and as found necessary during
actual execution shall be carried out in the best workman like
manner as per specifications and the written order of the Engineer
Extra Claim in respect of extra work shall be allowed only if such
work is ordered to be carried out in writing by the Engineer in
The contractor shall engage a qualified Engineer for the Execution of
work who will remain present for all the time on site and will
receive instructions and orders from the Engineer in charge or his
authorized representative. The instruction and orders given to the
contractor representative on site shall be considered as it given to
the contractor himself.
The work order book as prescribed shall be maintained on the
site of the work by the contactor and the contractor shall sign
the orders given by the inspecting offers and shall carry out
Quantities specified in the e-Tender may vary at the time of actual
execution and the contractor shall have no claim for compensation
on account of such variation
Unexcavated lengths shall be left wherever required and so directed
by the Engineer in charge during the currency of the contract and
shall be tackled. If required, before completion of work.
Diversion of road, if necessary, shall be provided and maintained
during the currency of the contract by the contractor at his cost.
Figured Dimensions of drawing shall supersede measurements by
scale, special dimensions or directions in the specifications shall
supersede all other dimensions.
All levels are given on drawings and the contractor shall be
responsible to take regular level on the approved alignment before
actually starting the work. The levels shall be commence to the
G.T.S. levels and shall be got approvedfrom the Engineer in charge
If the arrangement of temporary drainage is required to be
made during any work of this Contract, this shall be made
by the Contractor without claiming any extra cost.
5. CLASSIFICATION OF STRATA:
All materials encountered in excavation will be classified in the
following groups irrespective of mode of excavating the materials
and the decision of the Engineer in charge in this regard shall be
final and binding to the contractor.
Soils of all sorts, silt, sand, gravel, soft murrum, stiff clay, kunkar
and other soft excavation not covered in the items mentioned
Hard Materials comprising of all kinds of disintegrated rock or shale
or indurate conglomerate interspersed with boulders, weathered
and decomposed rock which could be removed with pick, bar,
shove, wedges and hammers, though not without some difficulties.
This shall include all materials which is rock but which does not
need blasting and can be removed with a pick bar, wedges,
pavement breakers, pneumatic tools etc.
This shall include rock accusing in mass or boulders which need
blasting, this will also include rock to be removed by chiseling or
any other method where blasting is not permissible.
6. The rates are inclusive of dewatering, if required.
7. Regarding water supply for hydro testing, necessary water, power,
labour, etc. required for necessary test shall be arranged by the
contractor at his own cost.
8. During construction activity, proper care must be taken for labour
safety and must follow the provisions of the Labour laws.
9. TMT bars of Fe-500 Or Fe-550 should be confirming to IS:1786. The
approved makes shall be TATA, SAIL, Vizag, Gallent, Electrotherm or
other equivalent make as approved by engineer-in-charge.
10. Cement shall be ordinary Portland cement conforming to IS:269,
IS:8112 or IS:12269 for all the works as per the instructions of
engineer-in charge. The approved makes shall be Ambuja, Ultratech,
LOTUS, Siddhi, Sanghi, Hathi or as per IS confirming. Minimum
Cement content for the work should be as per attached circular
No.RMC/C/Vigi.(Tech)/231 dt. 11/03/2022.
11. Testing of the materials like Brick, Sand, Aggregate, Reinforcement
steel, etc. should have to be tested periodically as suggested by the
Engineer-in-charge at Government approved material testing
Laboratory and testing charges for the same has to be borne by the
12. In case of any ambiguity found in inspections / drawings etc, the
decision of engineer-in-charge shall be final and binding to the
B. DETAILED TECHNICAL SPECIFICATIONS
B1 MATERIAL SPECIFICATION
Water shall not be salty or brackish and shall be clean, reasonably clear
and free from objectionable quantities of silt and traces of oil and injurious
alkalis, salts, organic matter and other deleterious material which will
either weaken the mortar of concrete or cause efflorescence or attack the
steel in RCC container for transport, storage and handling of water shall
be clean. Water shall conform to the standards specified in I.S. 456 -
Latest edition.
If required by the engineer-in-charge, it shall be tested by comparison
with distilled water. Comparison shall be made by means of standard
cement tests for soundness, change in time of setting and mortar strength
as specified in I.S. 269 (Latest edition). Any indication of unsoundness,
change in time of setting by 30 minutes or more or decrease of more than
10 per cint in strength of mortar prepared with water sample when
compared with the results obtained with mortar prepared with distilled
water shall be sufficient cause for rejection of water under test.
Water for curing mortar, concrete or masonry should not be too acidic or
too alkaline. It shall be free of elements which significantly affect the
hydration reaction or otherwise interfere with the hardening of mortar or
concrete during curing or those which produce objectionable stains or
other unsightly deposits on concrete or mortar surface.
Hard and bitter water shall not be used for curing.
Potable water will generally found suitable for curing mortar of concrete.
Lime shall be hydraulic lime as per I S 712 - Latest Edition. Necessary
tests shall be carried out as per I S 6932 9 (Parts I to X) Latest edition.
The following field tests for limes are to be carried out:
i) A very rough idea can be formed about the type of lime by its visual
examination i.e. fat lime bears pure white colour, lime in form of
porous lumps of dirty white colour indicates quick lime and solid
lumps are the un burnt lime stone.
ii) Acid tests for determining the carbonate content in lime, lime
Excessive amount of impurities and rough determination of lime.
Storage shall comply with I S 712 - Latest Edition. The slaked lime, it
stored, shall be kept in a weather proof and damp-proof shed with
impervious floor and sides to protect it against rain, moisture, and
weather and extraneous materials mixing with it. All lime that has been
damaged in any way shall be and all rejected materials shall be removed
from site of work.
Field testing shall be done according to IS 269 (latest edition) to show
the acceptability of materials.
Cement shall be ordinary portland cement as per IS:269 or IS:8112 and
IS:12669 (All Latest edition).
The white cement shall conform to I S 8042-E Latest edition.
Colored Cement:
Color cement shall be with white or grey portland cement as specified in
the item of the work.
The pigments used for colored cement shall be of approved quality and
shall not exceed 10% of cement used in the mix. The mixture of pigment
and cement shall be properly ground to have a uniform color and shade.
The pigments shall have such properties as to provide for durability under
exposure to sunlight and weather.
The pigment shall have the property such that it is neither affected by the
cement nor detrimental to it.
Sand shall be natural sand, clean well graded, hard strong, durable and
gritty particles free from injurious amounts of dust, clay, kankar nodules,
soft or flaky particles Shale, alkali, salts organic matter, loam, mica or
other deleterious substances and shall be got approved from the
engineer-in-charge. The sand shall not contain more than 8 percent of silt
as determined by field test. If necessary, the sand shall be washed to
The fitness modules of coarse sand shall not be less than 2.5 and shall not
exceed 3.0. The sieve analysis of coarse shall be as under:
I.S. Sieve Percentage by weight IS Sieve percentage by weight
Designation passing sieve Designation percent-
2.36 mm 90 to 100 300 Micron 5-70
The fineness modules shall not exceed 1.0 The sieve analysis of fine sand
shall be as under:
I.S. Sieve Percentage by weight IS Sieve percentage by weight
Designation passing sieve Designation Percentage
This shall be obtained from crushing hard black trap or equivalent. It shall
not contain more than 8% of silt as determined by field test with
measuring cylinder. The method of determining silt contents by fields test
is given as under:
A sample of stone dust to be tested shall be placed without drying in
mm measuring cylinder. The quantity if the sample shall be such that it
fills the cylinder upto 100 mm mark, the clean water shall be added upto
150 mm mark. The mixture shall be stirred vigorously and content
allowed to settle for 3 hours.
The height of silt visible as settled layer above the stone dust shall be
expressed as percentage of the height of the stone dust below. The stone
containing more than 8% silt shall be washed so as to bring the content
within the allowable limit.
The fitness nodules of stone dust shall not be less than
Grit shall consist of crushed or broken stone and be hard, strong dense
durable clean of proper gradation and free from skin or coating likely to
prevent proper adhesion of mortar. Grit shall generally be cubical in shape
and as far as possible flaky elongated pieces shall be avoided. It shall
generally comply with the provisions of IS 383 (Latest Edition). Unless
special stone of particular quarries is mentioned, grit shall be obtained
from the best black trap or equivalent hard stone as approved by the
engineer-in-charge. The grit shall have no deleterious reaction with
The grit shall conform to the following gradation as per sieve analysis:
I.S. Sieve Percentage passing IS Sieve percentage pass-
Designation through sieve Designation ing through sieve
The crushing strength will be such as to allow the concrete in which it
used to build up the specified strength of concrete.
The necessary tests for grit shall be carried out as per the requirements of
I S 2386 (Part I to VIII) Latest edition as per instruction of engineer-in-
charge. The necessity of test will be decided by the engineer-in-charge.
Cinder is well burnt furnace residue which has been fused or sintered into
lumps of varying sizes.
Cinder aggregates shall be well burnt furnaces residue obtained from
furnace using coal fuel only. It shall be sound clean and free from clay,
dirt, ash or other deleterious matter.
The average grading for cinder aggregate shall be as mentioned below:
I.S. Sieve Percentage passing IS Sieve percentage pass-
Designation Designation ing
Lime: Lime shall conform to specification M-2. Water: Water shall
conform to specification M-1. Sand: Sand shall conform to specification M-
Proportion of Mix:
Mortar shall consist of such proportions of slaked lime and sand as may be
specified in item. the slaked lime and sand shall be measured by volume.
Preparation of Mortar:
Lime mortar shall be prepared by process as per IS 1625 Latest edition.
Power drive mill shall be used for preparation of lime mortar. The slaked
lime shall be placed in the mill in an even layer and ground for
revolutions with a sufficient water. Water shall be added as required
during griding (care being taken not to add more water) that will bring the
mixed material to a consistency of stiff paste. Thoroughly wetted sand
shall then be added evenly and the mixture ground for another
Mortar shall always be kept damp, protected from sun and rain till used
up, covering it by tarpaulin or open sheds.
All mortar shall be used as soon as possible after grinding. It should be
used on the day on which it prepared. But in no case, mortar made earlier
than 36 hours shall be permitted for use.
Water shall conform to specification M-1. Cement: Cement shall conform
to specifications M-3. Sand: Sand shall conform to M-6.
Proportion of Mix:
Cement and sand shall be mixed to specified proportion, sand being
measured by measuring boxes. The proportion of cement will be by
volume on the basis of 50 kg/Bag of cement being equal to 0.0347 Cu.M.
The mortar may be hand mixed as directed.
Proportion of Mortar:
In hand mixed mortar, cement and sand in the specifications shall be
thoroughly mixed dry on a clean impervious platform by turning over at
least 3 times or more till a homogeneous mixture of uniform color is
obtained. mixing platform shall be so arranged that no deleterious
extraneous material shall get mixed with mortar or mortar shall flow out.
While mixing, the water shall be gradually added and thoroughly mixed to
form a still plastic mass of uniform color so that each particle of sand shall
be completely covered with a film of wet cement. the water cement ratio
shall be adopted as directed.
The mortar so prepared shall be used within 30 minutes of adding water.
Only such quantity of mortar shall be prepared as can used within
Stone Coarse Aggregate for Nominal Mix Concrete.
Coarse aggregate shall be of machine crushed stone of black trap or
equivalent and be hard, strong, dense, durable clean and free from skin
and coating likely to prevent proper adhesion of mortar.
The aggregate shall generally be cubical in shape. Unless special stones of
particular quarries are mentioned, aggregates shall be machine crushed
from the best black trap or equivalent hard tone as approved. Aggregate
shall have no deleterious reaction with cement. The size of the coarse
aggregate for plain cement concrete and ordinary reinforced cement
concrete shall generally be as per the table given below, however, in case
of reinforced cement concrete the maximum limit may be restricted to
mm, less than the minimum lateral clear distance between bars of 6 mm
less than the cover whichever is smaller.
IS Percentage passing for single IS Sieve Percentage passing for
Sieve sized aggregates of nominal desig- single sized aggregates of
designa- size nation nominal size
tion 40 mm 20 mm 16 mm 40 mm 20 mm 16 mm
This percentage may be the engineer-in-charge when considered
necessary for obtaining better density and strength of concrete.
The grading test shall be taken in the beginning and at the change of
source of materials. The necessary tests indicated in IS 383 Latest edition
and IS 456 Latest edition shall have to be carried out to ensure the
acceptability. The aggregates shall be stored separately and handled in
such a manner as to prevent the intermixing of different aggregates. If
the aggregates are covered with dust, they shall be washed with water to
make them clean.
Black Trap or Equivalent Hard Stone Coarse:
Aggregate for Design Mix concrete:
Coarse aggregate shall be of machine crushed stone of black trap or
equivalent hard stone and be hard strong, dense, durable, clean and free
from skin and coating likely to prevent proper adhesion of mortar.
The aggregates shall generally be cubical in shape. Unless special stones
of particular quarries are mentioned, aggregates shall be machine crushed
from the best, black trap or equivalent hard stones as approved.
Aggregate shall have no deleterious reaction with cement.
The necessary tests indicated in IS 383 Latest edition and IS 456 Latest
edition shall have to carried out to ensure the acceptability of the
If aggregate is covered with dust, it shall be washed with water to make it
Brick Bats Aggregate:
Brick bat aggregate shall be broken from well burnt or slightly over burnt
and dense bricks. It shall be homogeneous in texture, roughly cubical in
shape, clean and free from dirt of any other foreign material. The brick
bats shall be of 40 mm to 50 mm size unless otherwise specified in the
item. The under burnt of over brunt brick bats shall not be allowed.
The brick bats shall be measured by suitable boxes as directed.
The bricks shall be hard or machine moulded and made from suitable soils
and burnt. They shall be free from cracks and flaws and nodules of free
lime. They shall have smooth rectangular faces with sharp corners and
shall be of uniform colors.
The bricks shall be moulded with a frog of 100 mm x 40 mm and 10 mm
to 20 mm deep on one of it's flat sides. The bricks shall not break when
thrown on the ground from a height of 600 mm.
The size of modular bricks shall be 190 mm x 90 mm.
The size of the conventional bricks shall be as under:
Only bricks of one standard size shall be used in one work. The following
tolerances shall be permitted in the conventional size adopted in a
particular work.
Length ±1/8" (3mm) width : ± 1/16" (1.5mm)
Height: ± 1/16" (1.5 mm)
The crushing strength of the brick shall not be less than 35 kg/sq.cm. The
average water absorption shall not be more than 20 percent by weight.
Necessary tests for crushing strength and water absorption etc., shall be
carried out as per IS: 3495 (Part I to IV) - latest edition.
The stone shall be of the specified variety such as granite / trap stone /
quarzite or any other type of good hard stones. The stones shall be
obtained only from the approved quarry and shall be hard, sound, durable
and free from defects like cavities cracks, sand holes flaws, injurious
reins, patches of loose or soft materials etc. and weathered portion and
other structural defects or imperfection tending to affected their
soundness and strength. The stone with round surface shall not be used.
The percentage of water absorption shall not be more than 5% dry or wet.
When tested in accordance with I.S.1124 - Latest edition. The minimum
crushing strength of the stone be 200 kg/sq.cm unless otherwise
The samples of the stone to be used shall be got approved before the
work is started.
The khanki facing stone shall be dressed by chisel as specified in the item
for khanki facing in required shape and size. The face of the stone shall be
so dressed that the bushing on the exposed face shall not project by more
than 40 mm from the general wall surface and on face to be plastered it
shall not project by more than 19 mm nor shall it have depressions more
than 10 mm from the average wall surface.
Laterite stone shall be obtained from the approved quarry. It shall be
compacted, in texture, sound, durable and free from soft patchs. Its shall
have minimum crushing strength of 10 Kg/sq.cm in its dry condition. It
shall not absorb water more than 20 % of its own weight, when immersed
for 24 hours in water After quarrying, the stone shall be allowed to
weather for some time before using in work. '
The stone shall be dressed into regular rectangular blocks so that all faces
are free from waviness and unevenness, and the edges true and square.
Those types of stone in which white clay occurs should not be used.
Special corner stones shall be provided where so directed.
Mild Steel Bars:
Mild steel bars reinforcement for RCC work shall confirm to IS 432 (Part-
II) Latest edition and shall be of tested quality. It shall also comply with
relevant part of IS 456 Latest edition.
All the reinforcement shall be clean and free from dirt, paint, grease, mill
scale or loose or thick rust at the time of placing.
For the purpose of payment, the bar shall be measured correct upto
mm length and weight payable worked out at the rate specified below:
1 6 mm 0.22 Kg/Rmt 8 20 mm 2.47 Kg/Rmt
2 8 mm 0.39 Kg/Rmt 9 22 mm 2.98 Kg/Rmt
3 10 mm 0.62 Kg/Rmt 10 25 mm 3.85 Kg/Rmt
4 12 mm 0.89 Kg/Rmt 11 28 mm 4.83 Kg/Rmt
5 14 mm 1.21 Kg/Rmt 12 32 mm 6.31 Kg/Rmt
6 16 mm 1.58 Kg/Rmt 13 36 mm 7.99 Kg/Rmt
7 18 mm 2.00 Kg/Rmt 14 40 mm 9.86 Kg/Rmt
High Yield Strength Steel Deformed Bars:
High yield strength steel deformed bars shall be either cold twisted other
rolled and shall conform to IS 1786 Latest edition and IS 1139 Latest
edition respectively.
Other provisions and requirements shall conform to specification No.M-18
for Mild Steel Bars.
High Tensile Steel Wires:
The high tensile wires for use in pre stressed concrete work shall conform
to IS 2090 Latest edition.
The tensile strength of the high tensile steel bars shall be as specified in
the item. In absence of the given strength the minimum strength shall be
taken as per part 6-1 of the IS 1785 Latest edition. Testing shall be done
as per I S requirements.
The high tensile shall be free from loose mill scale, rust, oil grease, or any
other harmful matter. Cleaning of steel bars may be carried out
immersion in solvent solution, wire brushing or passing through a
pressure box containing carborundum.
The high tensile wire shall be obtained from manufacturer in coil having
diameter not less than 350 times the diameter of wire itself, so that wire
springs back straight on being uncoiled.
M-20(A) Plain Carbon Drawn Steel Wires:
The plain carbon drawn steel wires for use in precast concrete work shall
be conform to IS 1785 (Part-II) Latest edition.
The tensile strength of the P C steel bars shall be as specified in the item.
In absence of the given strength, the minimum strength shall be taken as
per IS:1785 Latest edition. Testing shall be done as per IS requirements.
The P C steel bars shall be free from loose mill scale, rust, oil grease, or
any other harmful matter. Cleaning of steel bars may be carried out
immersion in solvent solution, wire brushing or passing through a
pressure box containing carborandum.
Mild Steel Binding Wire:
The mild steel wire shall be of 1.63 mm, 22 mm (16 or 18 gauge)
diameter and shall conform to I S 280 Latest edition.
The use of black wire will be permitted to binding reinforcement bars. It
shall be free rust, oil paint, grease, loose mill scale or any other
undesirable coating which may prevent adhesion of cement mortar.
Structural Steel:
All structural steel shall confirm to IS 226 Latest edition. The steel shall be
free from the defects mentioned in IS 226 Latest edition and shall have a
smooth finish. the material shall be free from loose mill scale, rust pits or
other defects affecting the strength and durability. River bars shall
conform to IS 1148 Latest edition.
When the steel is supplied by the contractor, test certificate of the
manufacturer shall be obtained according to IS 226 Latest edition and
other relevant Indian Standards.
Galvanized Iron Sheets :
The galvanized iron sheets shall be plain or corrugated sheets of guages
as specified in item. The G.I. Sheets shall conform to I.S. latest edition.
The sheets shall be undamaged in carriage and handling either by rubbing
off of zinc coating or otherwise. They shall have clean and bright surface
and shall be free from bends, holes, rust or white powdery deposit.
The length and width G.I. sheet shall be as directed as per site condition.
M-23-A : G.I. Valleys gutter, ridges :
The G.I. ridges and hips shall be of plain galvanized sheets Class-3 of the
thickness as specified in item. These shall be 600 mm in and width and
properly bent up to shape without damage to the sheets an in process of
Valleys gutters and flashings shall also be of galvanized sheets of
thickness as specified in item. Valleys shall be 900 mm. wide overall and
flashing shall be 380 mm. wide overall. They shall be bent to the required
shape without damage to the sheet in the process of bending.
M-24. Asbestos Cement Sheets :
Asbestos cement sheets plain, corrugated or semi-corrugated shall -
conform shall conform to I.S. latest edition. The thickness of the sheets
shall be as specified in The item. the sheets shall be free from all defects
such as cracks, holes, deformities, edges or otherwise damaged.
Ridge and hips shall, be of same thickness as that of A.C. sheets. The
types of ridges shall be suitable for the type of sheets and location.
Other accessories to be used in roof such as flashing pieces eaves filler
pieces, valley gutters, north light and ventilator curves, barge boards etc.
shall be of standard manufacture and shall be suitable for the type of
sheets and location.
M-25. Manglore Pattern Roof Tiles :
The mangalore pattern tiles shall conform to I.S. latest edition for Class
AA or class A type as specified in item. Sample of the tiles to be provided
shall be got approved from the Engineer-in-charge. Necessary tests shall
be carried out as directed.
M-26 Shuttering:
The shuttering shall be either of wooden planking of 30 mm minimum
thickness with or without sheet lining or of steel plates stiffened by steel
angles. The shuttering shall be supported on battens and beams and
props of vertical bullies properly cross braced together so as to make the
centering rigid. In places of bullies props, brick pillar of adequate section
built in mud mortar may be used.
The form work shall be sufficiently strong and shall have camber, so that
it assumes correct shape after deposition of the concrete and shall be able
to resist forces caused by vibration of live load of men working over it and
other incidental load associated with it. The shuttering shall have smooth
and even surface. Its joints shall not permit leakage of cement grout.
If at any stage of work during or after placing concrete in the structure,
the form work sags or bulges out beyond the required shape of the
structure, the concrete and adequately rigid form work. The complete
form work shall be got inspected by and got approved from the engineer-
in-charge before the reinforcement bars are placed in position.
The props shall consist of bullies having 100 mm minimum dia.
measurement at mid length and 80 mm at thin end and shall be placed as
per design requirement. These shall rest squarely on wooden sole plates
40 mm thick and minimum bearing area of 0-10 sq.m laid on sufficiently
Double wedges shall further be provided between the sole pite and the
wooden props so as to facilitate tightening and easing of shuttering
without jerking the concrete.
The timber used in shuttering shall not be so dry as too absorbed water
from concrete and swell or bulge nor so green or wet as the shrink after
erection. The timber shall be properly sawn and planned on the sides and
the surface coming in contact with concrete. Wooden form work with
metal sheet lining or side plates stiffened by steel angles shall be
As far as practicable, clamps shall be used to hold the forms together and
use of nails and spikes avoided.
The surface of timber shuttering that would come in contact with concrete
shall be well wetted and coated with soap solution before the concreting is
done. Alternatively, coat of raw linseed oil or oil of approved manufacturer
may be applied in place of soap solution. In case of steel shuttering either
soap solution or raw linseed oil shall be applied after thoroughly cleaning
the surface. Under no circumstances, black or brunt oil shall be permitted.
The shuttering for beams and slabs shall have camber of 4 mm per meter
(1 in 250) or as directed by the engineer-in-charge, so as to offset the
subsequent deflection for cantilevers, the camber of free end shall be 1/50
of the projected or as directed by the engineer-in-charge.
M-27. Expansion joints – Pre moulded filler:
The item provides for expansion joints in R.C.C. frame structures for
internal joints, as well as exposed joints, with the use of pre moulded
bituminous joint filler.
Pre moulded bituminous joint filler, i.e. performed strip of
expansion joint filler shall not got deformed or broken by twisting,
bending or other handling when exposed to atmospheric condition.
Pieces of joint filler that have been damaged shall be rejected.
Thickness of the pre-moulded joint filler shall be 25 mm. unless otherwise
Pre moulded bituminous joint filler shall conform to I.S. Latest edition.
M-28. Expansion joints Copper strips & hold fasts :
The item provide for expansion joints in R.C.C. frame structure for
internal joint as well as for exposed joints with the use of necessary
copper strip and holdfasts.
Copper sheet shall be of 1.25 mm thick and of 1.25 mm width and the "U"
shape in the middle.
Copper strip shall have holdfast of 3 mm diameter copper rod fixed to the
plate soldered on strip at intervals of about 30 cm or as shown in the
drawing or as directed. The width of each flange (horizontal side) of the
copper plate to be emvidded in the concrete work shall be 25 mm. depth
of "U" to be provided in the expansion joint, in the copper plate shall be of
M-29. Teak wood :
The teak wood shall be of good quality as required for the item to be
executed. When the kind of wood is not specifically mentioned, good
Indian teak wood as approved shall be used.
Teak wood shall generally be free from large, loose, dead of cluster knots
flaws, shakes, warps, twists, bends; or any other defects. It shall
generally be uniform in substance and of straight fibres as far as possible.
It shall be free from rot, decay, harmful fungi and other defects of harmful
nature, which will affect the strength, durability or its usefulness for the
purpose for which it is required. The colour shall be uniform as far as
possible . Any effort like paining, using any adhesive resinous materials
made to hide the defects shall render the pieces liable to rejection by the
Engineer-in-Charge.
All scantlings, planks etc. shall be sawn in straight lines and planes in the
direction of grains and of uniform thickness.
The tolerances in the dimensions shall be allowed at the rate of 1.5 mm,
per face to be planed.
First class teak wood :
First class teak wood shall have no individual hard and sound knots,
more than 6 sq.cm. in size and the aggregate area of such knots shall
hot be than 1 % of area of piece, the timber shall be closed grained.
Second Class Teak Wood :
No individual hard and sound knots shall be more than 15 sq.cm. in size
and aggregates area of such - knots shall not exceed 2 % of the area of
M-29. A Non-teak wood :
The non-teak wood shall be chemically treated, seasoned as per I.S.
Specification and of good quality. The type of, wood shall be got approved
before collecting the same an site. Fabrication of wooden members shall
be started only after approval.
For this purpose wood of Bio, Kalai, Sires, Saded, Behda, Jamun, Sisoo
will be used for door where as only Kalai, Halda, Sires, Kalam etc. will be
permitted far shutters after proper seasoning and chemical treatment,
The non-teak wood shall be free from large, loose dead of cluster knots,
flows, shakes, warps, bends or any other defects. It shall be uniform in
substance and of straight fibres as far as possible. It shall be free from
rots, decay, harmful fungi and other defects of nature which will effect the
straight durability or its-usefulness for the purpose for which it is required.
The colour of wood shall-be uniform as far as possible. The scantalings
planks etc. shall be saw in straight lines and planes in the direction of
grain and of uniform thickness. The department will use the Agency to
produce certificate from Forest Department in event of Dispute and the
decision of the Department shall be final and binding to the contractor:
The tolerance in the dimension shall be allowed at 1.5 mm. per face to be
M-30. Wooden flush door shutters (solid core) :
The solid core type flush door shutters shall be of decorative or non-
decorative type as specified in the drawing. The size and thickness of the
shutter shall be as specified in drawings or as directed. The timber
species for core shall be used as per I.S. Latest edition. The timber shall
be free from decay and insect attack. Knots and knot holes less than half
the width of cross-section of the members in which they occur may be
permitted. Pitch pockets, pitch streaks and harmless pin holes shall be
permissible except in the exposed edges of the care members. The
commercial plywood, cross-bands shall conform to I.S: latest edition.
The face panel of the shutters shall be formed by gluing by the hot press
process on both faces of the care with either, plywood or cross-bands
and face veneers. The lipping, rebating, opening of glazing; venetian etc.
shall be provided if specified in the drawing.
All edges of the door shutters shall be square. The shutters shall be free
from twist of warp in its plant Both faces of the shutters shall be sand
papered to smooth even texture.
The shutters shall be tested for
(1) End immersion test : The test shall be carried out as per I.S.
latest edition. There shall be no delaminatian at the end of the test.
(2) Knife test : The face panel when tested in accordance with I.S.
latest edition shall pass the test.
(3) Glue adhesion test : The flush door shall be tested for glue
adhesive test in accordance with I.S.: latest edition. The shutters
shall be considered to have passed the test if no delamination
occurs in the glue lines in the plywood and if no single
delamination more than 80 mm in length and more than 3 mm in
depth has occured in the assembly glue lines between the plywood
face and the style and rail. Delamination at the corner shall be
measured continously around the corner. Delamination at the
knots, knot holes and other permissible wood defects shall not be
considered in assessing the sample.
The tolerance in size of solid care type flush door shall be as under:
In Nominal thickness ± 1.2 mm in Nominal height ± 3 mm.
The thickness of the shutter shall be uniform throughout with a
permissible variation of not more than 0:8 mm: when measured at any
M-31. Aluminum doors, windows, ventilators :
Aluminum alloy used in the manufacture of extruded window sections
shall conform to I.S. designation HEA-WP of LS. : latest edition and also
to I.S. Designation WVG-.WP of I.S. latest edition. The section shall be as
specified in the drawing and design. The fabrication shall be done as
The hinges shall be cast or extruded aluminum hinges of same type as in
window but of larger size.
The hinges shall normally be of 50 mm. projecting type. Non-projecting
type of hinges may also be used if directed. The handles of door shall be
of specified design. A suitable lock for the door operable from outside or
inside shall be provided. In double, shutter door, the first closing shutter
shall have concealed aluminum alloy bolt at top and bottom,
M-32. Rolling Shutters.
The rolling shutters shall conform to I.S. latest edition. Rolling shutters
shall be supplied of specified type with accessories. The size of the rolling
shutters shill be specified in the drawings. The shutters shall be con-
structed with interlocking lath sections formed from cold rolled steel strips
not less than 0.9 aim. thick and 80 mm. wide for shutters up to 3.5 mm,
width not less than 1.25 mm, thick and 80 mm. wide for shutter 3.5 mm
in width and above unless otherwise specified,
Hood covers shall be of mild steel deep channel section and of rolled
pressed or build up (fabricated) joint less construction. The thickness of
sheet used shall not be less than 3.5 mm.
Hood covers shall be made of M S Sheets not less than 0.90 mm. thick.
For shutters having width 3.5 Meter and above, the thickness of M.S.
sheet for the hood cover shall be not less than 1.25 mm.
The spring shall be of ,best quality and shall be manufactured from tested
high tensile spring steel wire or strip of adequate strength to balance the
shutters in all position. The spiting pipe shaft etc, shall be supported on
strong M.S. or malleable C.I. brackets. The brackets shall be fixed on or
under the lintel as specified with rawl plugs and screws bolts etc.
The rolling shutters shall be of self rolling up to 8 Sq. m. clear area
withoutball bearing and up to 12 Sq. rn. clear area with ball bearing. If the
rolling shutters are of larger, than gear operated type shutters shall be
used The locking arrangement shall be provided at the bottom of
shutter at both ends. The shutters shall be opened from outside,The
shutters completed with door suspension shafts, looking arrangements,
pulling hooks handles and other accessories.
M-33. Collapsible Steel Gate :
The collapsible steel gate shall be in one or two leaves and size as per
approved drawings or as specified. The gate shall be fabricated from best
quality mild steel channels, flates etc. Either steel pulleys or ball -
bearings shall be provided in every doubly channel, Unless otherwise
specified the particulars of collapsible gate shall be as under :
(a) Pickets : These shall be of 20 mm. M.S. channels of heavy sections
unless otherwise shows on drawings. The distance center to center of
pickets shall be 12 cms with an opening of 10 Cms.
(b) Pivoted M.& flats shall be 20 mm x 6 mm.
(c) Top and bottom guides shall be from tee or flat iron of approved size.
(d) The fittings like stoppers, fixing hold fasts, locking cleats brass handles
and cast iron rollers shall be of approved design and size.
M-34. Welded Steel Wire Fabric
Welded steel wire fabric for general purpose shall be manufactured from
cold drawn steel wire "as drawn" or galvanized steel conforming to LS.
Latest edition with longitudinal and transverse wire securely connected at
every intersection by a process of electrical resistance welding and
conforming to I.S. latest edition. It shall be fabricated and finished in
workmanlike manner and shall be free from injurious defects and shall be
rust proof. The type of mesh shall be oblong or square as directed. The
mesh sizes and size of wire for square as well as oblong welded steel wire
fabric shall be as directed. The steel wire fabric in panels shall be in one
whole piece in each panel as far as stock sizes permit.
M-35. Expanded Metal, Sheets :
The expanded metal sheets shall be free from flaws, joints, broken
strands, laminations and other harmful surface defects. Expanded metal
steel sheet shall conform to I.S. latest edition, except that blank sheets
heed not be with guaranteed mechanical properties. The seze of the size
of the diamodd mesh of expanded metal and dimensions of strands (width
and thickness) shall be as specified. The tolerance on nominal weight of
expanded metal sheets shall be of 10 percent.
Expanded metal in panels shall be in one whole piece in each panel as far
as stocks sizes permit. the expanded metal sheets shall be coated with
suitable protective coating to prevent corrosion,
M-36. Mild Steel Wire (Wire Gauze Jali) :
Mild steel wire may be galvanized, as indicated. A11 finished steel wire
shall be well cleanly drawn to the dimensions, and size of wire as specified
in item. The wire shall be sound, free from splits, surface flaws, rough
jagged-and imperfect edges and other harmful surface defect and shall
conform to I.S. latest edition.
The plywood for general purpose shall conform I.S. latest edition.
Plywood is made by cementing together thin boards or sheets of wood
into panels. There are always an odd number of layers, 3, 5, 7, 9 ply etc.
The plies are placed so that grain of each layer is at right angle to the
grain in the adjacent layer.
The chief advantages of plywood over a single board of the same
thickness is the more uniform strength of the plywood, along the length
and width of the plywood and greater ,resistance, to cracking and splitting
with change in moisture content.
Usually synthetic resins are used for gluing, phenolic resions are usually
cured in a hot press which compresses and simultaneously heats the plies
between hot plates which maintain a temperature of 90 degree C to
degree and a pressure of 11 to 14 Kg/Sq. Cm. on the wood. The time of
heating may be anything from 2 to 60 minutes depending upon thickness.
When water glue are used the wood absorbs so much water that the
finished plywood must be dried carefully When synthetic resigs are used
as adhesive the finished plywood must be exposed to an atmosphere of
controlled humidity until the proper amount of moisture has been
According to I.S. Latest edition, the plywood far general purpose shall be
of the grades namely BWR; WWR and CWR, depending upon the
adhesives used for bonding the veneers, and it will be further classified
into six type namely AA, AB, AC, BB, BC and CC, based on the quality of
the two faces, each face being moisture content not less than 8 percent
and riot more than 16 percent.
37.8. Thickness of plywood boards
Board Thickness Board Thickness Board Thickness Board Thickness
3 ply 3 mm 3 ply 5 mm 3 ply 9 mm 3 ply 16 mm
All glass shall be of the bet quality, from specks, bubbles, smokes, veins,
air, holes blisters, and other defects. The kind of glass to be used shall be
as mentioned in the item or specification or in the special provisions or as
shown in detailed drawings. Thickness of glass panes shall be uniform.
The specifications for different kinds shall be as under:
In absence of any specified thickness or weight in the item or detailed
specifications of the item of work, sheet glass shall be weighing
Kg/Sq. m. for panes upto 600 mmx500 mm.
For panes larger than 600 mm.x600 mm. and upto 800 mm.x800 mm.
the glass weighing not less than 8.75 Kg Sq. m. shall be used. For bigger
panes upto 900 mm:x900 mm. glass weighing not less than 8.75 Kg/Sq.
m. shall be used. For bigger panes upto 900 mm.x900 mm. glass
weighing not less than 11.25 Kg/Sq. M. shall be used
Sheet glass shall be patent flattened glass of best quality and of glazing
and framing purposes shall conform to I.S. latest edition. Sheet glass of
the specked colour used, if so shown on detailed drawings or so specified.
For important buildings and for panes with any dimension over 900 mm.
plate glass of specified thickness shall be used.
When plate glass is specked, it shall be "Polished patent plate glass" of
best quality. It shall have both the surface ground late and parallel and
polished to obtain clear undisturbed vision and reflection. The plate glass
shall be of the thickness mentioned in the item or as shown in the detailed
drawing or as specified. In absence of any specified thickness, the,
thickness of plate glass to be supplied shall be 6 mm. and a tolerance of
0.20 mrn. shall be admissible.
Obscured Glass:
This type of glass transmits light so that vision is partially or almost
completely obscured. Glass shall be plain rolled, figured, ribbed or fluted,
or frosted glass as may be specked as required. The thickness and type of
glass shall be as per details on drawings or as specified or as directed.
Glass shall be with wire netting embedded in a sheet of plate glass.
Electrically welded 13 mm. Georgian square mesh shall be used.
Thickness of glass shall not be less than 6 mm. Wired glass shall be of
type and thickness as specified.
Acrylic Sheets :
Acrylic sheet shall be of thickness as specified in the item and of an
specked shape size as the case maybe. Panels may be flat or curved. It
should be light in weight. It shall be colourless or coloured or opaque as
specified in the item. Colourless sheet shall be as transparent as the
finest optical glass. Its light transmission rate shall be about 95%.
Transparency shall not be affected for the sheets thickness of it shall be
extremely resistant to sunlight, weather and temperatures.
It shall not show any significant yellowing or change in physical
properties or loss of light transmission over a longer period of use. The
sheet shall be impact resistant also. Sheets should be of such quality
that they can be cut, bent and jointed, as desired. Solution or the joints
shall be used as per the requirement of manufacturer.
M-40. Particle board :
The particle boards used for face panels shall of best quality free from any
defects. The particle boards shall be made with phenolamaldehyde
adhesive. The particle boards shall conform to IS latest edition "Specifi-
cation for wood particle board for general purpose" The size and the
thickness shall be as indicated.
M-41. Expanded polystyrene or tamed styroper slabs
The expanded polystyrene ceiling boards and tiles shall be of approved
make and shall be of size, thickness finish and colour as indicated. It shall
be of high density and suitable for use as insulation material. The
insulating material shall be like slab of Thermo Cole etc.
M-42. Resign bonded fiber glass :
The resign bonded fiber glass tiles or rolls shall be of approved make and
shall be followed.
For test of Mineral wool thermal insulation Blanker IS. : latest edition shall
be of sizes, thickness and finish as indicated.
Insulation wood blanket shall be with the following coverings on one or
both side as indicated.
(1) Bituminised hessain Kraft paper for use in position where moisture
has to be excluded.
(2) Hessian cloth or Kraft paper, for keeping out dust
(3) G. I. wire netting, suitable for surfaces to be plastered over.
M- 43. Fixtures and fastenings
The fixtures and fastenings, that is butt, hinges, tee and strap hinges
sliding door bolts tower bolts, door latch, bath-room latch, handless door
stoppers, casement window fasteners, casement stay sand ventilators
catch shall be made of the metal as specked in the item or its
They shall be of iron, brass, aluminum, chromium plated iron, chromium
plated brass, copper oxidized iron, copper oxidized brass or anodized
aluminum as specified.
The fixtures shall be heavy, medium or light type. The fixtures and
fastenings shall be smooth finished and shall be such as will ensure ease
The sample of fixture and fastenings shall be got approved as regards,
quality and shape before providing them in position.
Brass and anodized aluminum fixtures and fastening shall be bright
Holdfasts shall be made from mild steel flat 30 cm. length and one of the
holdfasts shall be bent at right angle and two nos. of 6 mm- diameter
holes, shall be made in it for fixing it to the frame with screws. At the
other end, the holdfast shall be forked and bent at right angles in opposite
Railway standard heavy type butt hinges shall be used when so specified.
Tee and strap hinges shall be manufactured from M.S. Sheet
Siding door-bolts (Aldrops):
The aldrops as specified in the item shall be used and shall be tot
Tower bolts (Barrel Type):
Tower bolts as specified in the item shall be used and shall be got
The size of door latch shall be taken as the length of latch.
Bathroom latch shall be similar to tower bolt.
The size of the handles shall be determined by the inside grip length of
the handles. Handles shall have a base plate of length 50 mm. more than
the size of the handle.
Door Stoppers shall be either floor door stopper type or door catch type.
Floor stopper shall be of overall size as specified and shall have a rubber
Door catch shall be fled at a height of about 900 mm. from the floor level
such that one part of the catch is fitted on the inside of the shutter and
the other part is fixed in the wall with necessary wooden plug
arrangements for appropriate fixity. The catch shall be fixed 20 mm.
inside the face of the door for easy operation of catch.
Wooden Door Stop with hinges
Wooden door stop of size 100 mm X 60 mm.X 40 mm. shall be fixed on
the door frame with a hinge of 75 mm. size and at a height of 900 mm.
from the floor level. The wooden door stop shall be provided with 3 coats
of approved oil paint.
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