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Tender ID
Tender Value
₹12.2 Cr
EMD Value
₹28.8 L
Closing Date
30 Mar 2026, 4:00 pmClosed
Exicutive Engineer ,Zoo Office
Devlopment Of Reptile House at sri sayajibaug Zoo Vadodara (4 th Trial)
282992
1259/25-26
Open
Civil - All
Works
Vadodara
3 documents required · 3 mandatory
₹20,000
Yes
vadodara municipal commissioner
₹28.8 L
Yes
5 Mar 2026
5 Mar 2026
5 Mar 2026
12 Mar 2026
5 Mar 2026
Technical Bid Opening Date Dt.06/04/2026 Up to 17:00 hrs.
Officer Inviting Bids : Municipal Commissioner, VMC, Vadodara
Bid Opening Authority : Municipal Commissioner, VMC, Vadodara
Contact Details : Municipal Commissioner, VMC, Vadodara
Vadodara Municipal Corporation.
KHANDERAO MARKET BUILDING, VADODARA
MEMORANDUM OF WORK
Municipal Commissioner invites online e-tenders from interested contractors for
DEVELOPMENT OF REPTILE HOUSE AT SRI SAYAJI BAUG ZOO AT
VADODARA. (FOURTH TRIAL)
1 Name of work DEVELOPMENT OF REPTILE HOUSE AT SRI
SAYAJI BAUG ZOO AT VADODARA. (FOURTH
3 Tender Validity Period 180 Days After Last Date of Tender Submission
4 Eligibility Criteria General Experience:
• The bidder must be a registered contractor in “AA” class
under PWD, Govt. R&B / CPWD / VMC or equivalent as
per the norms of the relevant state government or
institutions. In case of non-registration with VMC, the
bidder must get registered after receiving the work order.
• The bidder should have experience in building
construction work, and should meet the following
o Single Work: Minimum value of work carried out
should be 80% of the Estimated Cost put to
o Two Works: Minimum value of work carried out
should be 50% of the Estimated Cost put to
o Three Works: Minimum value of work carried out
should be 40% of the Estimated Cost put to
tender, in the last 7 years.
• Average Annual Turnover in the last 3 Financial Years
should be more than 30% of the Estimated Cost of the
• Escalation Factor will be applied to bring the value of
completed works to the current Financial Year’s level.
Specialized Experience in GRC/Acrylic Panel Work:
• The bidder or their specialized subcontractor (through
MOU) should have executed at least one or more projects
of Minimum 2072 kg of Acrylic Panel work (30% of
original quantity) and 1300 Sq Meter GRC (30% of
original quantity) work involving the installation and
fixing of both GRC and Acrylic panels for animal
exhibits, zoos, wildlife parks, aquariums, or similar
facilities, within the last 7 years.
• If the bidder is subcontracting this specialized work, the
subcontractor must submit supporting documents such as
work orders, completion certificates, client references, and
MOU Option in Specialized work (MOU with subcontractor):
• Bidders may partner with specialized subcontractors for
the execution of GRC and/or acrylic panel works through
a Memorandum of Understanding (MOU).
• The subcontractor must be a recognized manufacturer or
specialist in GRC and/or acrylic works and should have
completed at least one or more Projects of Minimum
kg of Acrylic Panel work and 1300 Sq Meter GRC work
involving the installation and fixing of both GRC and
Acrylic panels for animal exhibits, zoos, wildlife parks,
aquariums, or similar facilities, within the last 7 years
• The MOU must be submitted at the time of bid
submission and include the details of the subcontractor’s
• All agreements or MOUs entered into by the main
contractor with any subcontractor (for specialized works
such as GRC and Acrylic panel installation) shall be
solely the responsibility of the main contractor.
• VMC shall not be a party to any such agreement, and shall
deal only with the main contractor for all contractual
obligations, including quality control, timelines,
payments, and dispute resolution.
• The main contractor shall be fully responsible for
ensuring the performance, quality, and compliance of
the subcontracted work with tender specifications.
Any failure, deficiency, or delay by the subcontractor
shall be deemed as the responsibility of the main
Documents to be Provided:
• Work orders, completion certificates, and client references
for all relevant projects.
• For subcontractors, an MOU and supporting documents
from the partner should be submitted as per Annexure G1
VMC Reserves the Right to Waive Minor Deviations in the
bidder’s submission if they do not materially affect the bidder's
capability to perform the contract.
5 Estimated Cost put to Tender Rs. 12,21,26,449/-
6 Tender fees Rs.20,000/- Demand Draft in favour of Municipal Commissioner,
(Nonrefundable) Vadodara)
7 Earnest Money Deposit Rs. 28,83,000/- Demand Draft or Bank Guarantee in favor of
Municipal Commissioner, Vadodara, In the form of DD (D.D. in
favor of Municipal Commissioner, Vadodara) of only Nationalized
Bank/Public Sector Banks as per
Annexure-VII shall be accepted.
8 Submission of EMD and In separate sealed cover each for EMD and Tender Fees along
Tender Fees with Tender as described in the invitation of tender and
submitted to In the form of DD(D.D. in favor of Municipal
Commissioner, Vadodara) or Bank Guarantee of only
Nationalised Bank/Public Sector Banks as per Annexure-VII
shall be accepted
To be Submitted Physically As per N.I.T Dt.06/04/2026, UP
9 Date of Opening of Technical Technical Bid will be opened online as per N.I.T. Office of
bid the Executive Engineer, Sayajibaug Zoo, Gate
Sayajibaug, Nr Bal Bhavan , Karelibaug, Vadodara-
Municipal Corporation, Vadodara Dt.06/04/2026, UP TO
10 Pre Bid Meeting Dt.20/03/2026 at 04:00 PM
11 Security Deposit 5 % of the contract value i.e 2% of EMD and 3% to be deducted
from bill equally to built-up Maximum 5% of total security deposit
of contract value.(2% EMD + 3% = 5% of S.D)
3% value of work will be released after one month from date of
payment of final bill.
12 Mode of sending the Tender Price bid should be submitted by online e-tender only and Technical
Documents bid should be submitted physically also in sealed envelope systems
By RPAD/Speed post ,Each part shall be separately duly signed &
seal by contractor.
13 liquidated damages- Penalty Delay in completion of work- 0.1% of total contract value per
For Delay week or part thereof by which delay has occurred, subject to
maximum of 10% of the contract value.
14 Amount to be deducted from Welfare cess as per act 1996 @ 1 % of bill amount
each bill for labour welfare
fund (non-refundable)
16 Labour welfare cess As per construction works welfare cess Act – 1996 non-
refundable 1% of tender amount shall be deducted against
works welfare cess.
17 Solvency Certificate
Solvency certificate for an amount up to 15% of the Estimated
Cost put to tender. A solvency certificate to this effect shall
be submitted by him not Older than Last One Year from any
Nationalized bank as per Annexure-I
18 GST All Rate of Tender Are Exclusive GST. The Bidder shall have
to quote The Rate Accordingly.
➢ Third Party Inspection / Project Management Consultant
The Client at their Discretion may appoint Third Party Inspectors (TPI) and / Project
Management Consultants (PMC) for Betterment of the Project. The Bidders /
Contractors are Hereby Informed that they shall be Responsible for following the
Instruction given by this Agency / Agencies throughout the Project. If any
Discrepancy in the Testing Methodology arises, the Method / Practices Suggested by
these Agencies shall be Abiding to the Bidders.
➢ Conditional tenders will not be accepted. Municipal Commissioner reserves the
rights to reject any or all the tenders in Parts or Full without assigning any reasons
Whatsoever or to Split the Tender & Award to One or More than One Tenderer in
the Interest of Public. The Tenderer shall have no Cause of Action or Claim
Executive Engineer.
1. INFORMATION TO TENDERER
Work: DEVELOPMENT OF REPTILE HOUSE AT SRI SAYAJI BAUG ZOO AT
VADODARA. (FOURTH TRIAL)
1. Estimated cost put up to : Rs. 12,21,26,449/-
2. Earnest Money Deposit : Rs. 28,83,000/-to be submitted in the
Form of D.D/Bank Guarantee. in favour of Municipal
Commissioner, Vadodara) of only Nationalised
Bank/Public Sector Banks as per Annexure-VII shall
be accepted. valid for 165 days after Last Date of
Tender Submission.
3 (A) Security Deposit : Total 5% of tender amount.
5% of the contract value i.e 2% of EMD and 3% to be
deducted from bill equally to builtup Maximum 5% of
total security deposit of the contract value. (2% EMD
+ 3% value of work will be released after one month
from date of payment of final bill.
4. Mode of sending the tenders : As mentioned in MEMORADUM OF WORK
in duplicate. In sealed cover
by R PAD/ Speed post /
courier or hand delivery only.
5. Tender validity period : 120 Days after Last Date of Tender Submission.
6. Time of completion :
(Work shall be taken up on hand immediately
After the date of issue of work order and Site
7 Performance guarantee : (a) 5% of Amount of Completed Work in form of
Bond for DLP, O&M Work Bank Guarantee of Bank as per Annexure-1 (to be
submitted on completion of work and to be retained
till defect liability period is over.
8 Defect liability period : 5 years after completion of the work.
9. Penalty for delay : Delay in completion of work-0.1% of total
contract value per week or part thereof by which
delay has occurred, subject to maximum of 10% of
the contract value.
10. Last date of receipt of tender : As mentioned in tender notice.
by RPAD /speed post
11 Place of receiving Tender : As mentioned in MEMORADUM OF WORK
12. Water, Electricity : Contractor shall have to make his own
Arrangements for Water and electricity for the
Purpose of construction work at site.
13. Tenders which do not fulfill all or any of condition or are submitted incomplete in any
respect will be rejected. Municipal Commissioner reserves the rights to reduce the
scope of work and contract without assigning any reason thereof.
14. No advance such as machinery advance, mobilization advance or materials advance
15. Conditional tenders will not be accepted.
16. In case of any dispute or clarification in specification of any tender items the
decision of Municipal Commissioner shall be final.
17. PRICE VARIATION: NOT APPLICABLE.
18 If testing report will not found okay then 1% of the amount of work done should be
deducted from R.A. Bill of the contractor for testing the quality of material
workmanship, irrespective of actual charges.
19 As per construction works welfare cess Act – 1996 non-refundable 1% of
Tender amount shall be deducted against works welfare cess.
20 Contractor shall have to Pay All Applicable Tax / G.S.T. & Other Levies etc.
Declared by the Government Time to Time. The Bidder shall have to quote
The Rate Accordingly.
21 Special Conditions: -
In packet-B of subject tender, the prospective bidder should submit Memorandum
of Understanding (MOU) (duly notarized on Rs.500/- stamp paper) with
firm/organization/company having experience in execution of at least one similar
work in each following categories:
• MOU (as per annexure-G-1) with manufacturer/firm/agency qualifying the
technical specifications mentioned in tender document for acrylic panels and having
experience of SITC of Acrylic panels weighing at least than 30% of tender quantity
in any Gov. project).
• MOU (as per annexure-G-2) with manufacturer/firm/agency qualifying the
technical specifications mentioned in tender document for artificial rockwork and
having experience in construction of artificial rockwork admeasuring at least
sqm. (30% of Tender Quantity)
Seal and Signature of the Bidder Dy. Municipal Commissioner
As per approved bank list by finance department Government of Gujarat
A NATIONALISED BANK
1 Allahabad Bank
3 Bank of Baroda
4 Bank of India
5 Bank of Maharashtra
7 Central Bank of India
8 Corporation Bank
11 Indian Overseas Bank
12 Oriental Bank of Commerce
13 Punjab & Sind Bank
14 Punjab National Bank
15 Syndicate Bank
17 Union Bank of India
18 United Bank of India
B PUBLIC SECTOR BANK
1 State Bank of India
2 State Bank of Bikaner and Jaipur
3 State Bank of Hyderabad
4 State Bank of Mysore
5 State Bank of Patiala
6 State Bank of Travancore
Seal and Signature of the Bidder Dy. Municipal Commissioner
4. Note for Contractors.
1. Tenders once offered shall not be withdrawn except with the permission of Municipal Commissioner.
2. Tender once accepted shall be binding upon the contractor even if the formal agreement is not signed.
3. Quantities of items in BOQ (Bill of Quantities) may vary in case of necessity arises.
4. Unless otherwise stated all measurements shall be taken in accordance with the “Bureau of Indian
standards” method of measurements of building and civil Engineering IS
5. The location of the site proposed for this work may change. No any claim shall be entertained by
VMC in this regard
6. All duties chargeable by the Municipal Corporation / State Govt. will be payable by the contractor.
7. The rate shall be Exclusive of G.S.T. or any other taxes, duties, cess or leavy etc. Payable by the
contractor for which no extra payment shall be made and no claim in this context shall be entertained
8. The percentage above or below shall be filled in ink in figure and words. The final total shall be written
in figure & word.
9. Contractor is requested to see the site physically before tendering. He is also requested to quote the rates
keeping in view the points mentioned in relevant pages of tender documents.
10. The contractor shall have to submit the tenders in duplicate i.e. two sets-original and duplicate.
11. All information / details to be submitted in the given Performa supported by the valid certificated &
attested duly signed. (Please refer Information’s Details to be submitted by the tenderers in the Performa
mentioned under STATEMENT NO 1 TO 9 )
Signature of Contractor Dy. Municipal Commissioner
5. Conditions for the Water Supply & Electric Supply
Contractor shall have to arrange at his own cost, a suitable Network with pipes for the
construction of the works and provide a satisfactory supply of potable water for drinking. Washing,
sanitation and cleaning down.
Electric supply shall be made available at the site by Contractor. Contractor must make his
own arrangements with Electricity Supply Authorities and with other contractors to connect to and
take a supply from such services, paying all costs in Connection therewith. Necessary Documents for
getting Electric supply/connection will be arranged by VMC Authority. The Contractor shall be
entitled to use such supply. Electricity as may be available on the site for purpose of the work and
shall pay such charges as is fixed by the appropriate supply Authorities.
In case if there is any delay in supply of power site of any interruption or fault in the power
during the work. No compensation shall be paid for idle labor staff, machineries and for use of diesel
operating sets etc. as the case may be.
Signature/Stamp of Contractor Executive Engineer, Zoo Dept.
Vadodara Municipal Corporation
6. Tender Declaration form
Executive Engineer, Sri Sayajibaug Zoo Department,
Vadodara Municipal Corporation Vadodara.
Project: DEVELOPMENT OF REPTILE HOUSE AT SRI SAYAJI BAUG ZOO AT
VADODARA. (FOURTH TRIAL)
I/We the undersigned have carefully gone through and clearly understood the Tender
documents of above-mentioned project comprising of Notice Inviting tenders, Articles of Agreement,
Scope of work, Definition of terms, notes Instructions/Information to Tenderer, Condition of
Contract, special condition of contract, Appendices, Specifications, Schedule of quantities and
tendered drawings furnished by VADODARA MUNICIPAL CORPORATION. I/We have satisfied
myself/ourselves as to the location of site, examined drawings. I/We have visited site & fully
acquainted with local situations regarding materials, labors & others factors pertaining to work before
submitting tenders.
I/We do hereby offer to execute and complete the whole of the work within the time specified
all in accordance with the specification, designs, drawing and instruction in writing referred to in the
said document and with such materials as are provided for, at the respective rates which I/we have
quoted in the schedule-B or at such other rates as maybe fixed under the provisions of these conditions.
In the event of this tender being accepted I/We agree to enter into an agreement and when required
and execute the contract, according to your fom1 of agreement as or in default where of I/we bind
myself/ourselves to forfeit the "Earnest Money Deposit."
I/We understand that if I/WE shall not enter in agreement within ten days or decided by VMC
from the date of receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and
take necessary action as deemed fit.
I/We have enclosed a Demand Draft / Bank Guarantee as an “Earnest Money Deposit", for
the sum as mentioned in NIT, the full value of which is to be absolutely forfeited to the Employer If
I/We fail to commence the work specified. Otherwise, the Employer shall retain the said sum, as on
account of such. Security)' Deposit'.' as provided for in the aforesaid documents.
I/We agree not to employ Sub-contractors other than those that may be approved in
accordance with Conditions in the aforesaid documents.
I/We understand that Municipal Commissioner shall have right to accept, reject
the tender as well as the rate at which tender to be accepted and awarded.
I/We am/are bound to execute the job if the work order is issued within 180 days from the
date of opening of the tender.
I/We agree to pay the Government Tax, G.S.T., Labor Cess and other Prevailing taxes as applicable
on such items on which the same are leviable and the rates quoted by me/us are inclusive of the same.
Signature/Stamp of Contractor Executive Engineer, Zoo Dept.
Vadodara Municipal Corporation
VADODARA MUNICIPAL CORPORATION
Invitation for Bid (IFB)
1. The VADODARA MUNICIPAL CORPORATION, (hereinafter called “the Employer”)
invites sealed Tender document from reputed and qualified bidders for the construction of
Works detailed in the Table below: -
Sr Name of Works Approximate Earnest Completion
. value of works Money Period
N (Rs.) Deposit (Rs.)
1 DEVELOPMENT OF REPTILE Rs. 12,21,26,449/- Rs.28,83,000 /- 18 Months
HOUSE AT SRI SAYAJI BAUG
ZOO AT VADODARA.
(FOURTH TRIAL).
2. Interested bidders shall download the tender documents from VMC’s website
Tender.nprocure.com.
3. Tender (a complete set of bidding document) fee shall be As per N.I.T in the form of
Demand Draft from any Nationalized Bank in favor of MUNICIPAL COMMISSIONER,
Vadodara, payable at Vadodara, which shall be non-refundable. The Details of Tender
fees shall be submitted with scan copy at the time of Quoting price bid of the tender
and physically to be submitted along with technical bid Vol.-1 with other enclosure.
4. All bids must be accompanied by Earnest Money Deposit of the amount specified for the
Works in the above Table payable at Vadodara and drawn in favor of MUNICIPAL
COMMISSIONER, Vadodara, payable at Vadodara, Earnest Money Deposit will have
to be specified in Clause 2 of Financial Condition.
5. Physical submission must be delivered to Submitted by Speed Post / RPAD to
Office of the Executive Engineer, Sayajibaug Zoo, Gate 04 Sayajibaug, Nr Bal Bhavan
, Karelibaug, Vadodara-390018
Vadodara As per N.I.T.
6. The Bids will be opened on As per N.I.T at The Office of the Executive Engineer,
Sayajibaug Zoo, Gate 04 Sayajibaug, Nr Bal Bhavan , Karelibaug, Vadodara-390018
. in the presence of bidders or their representatives who choose to attend. In the event
of the specified date of bid submission/opening being declared a holiday for the
Employer, the bids shall be received /opened on the next working day at the same
place and the same time.
TERMS & CONDITIONS
(A) INSTRUCTIONS TO BIDDERS (ITB)
(B) GENERAL TERMS & CONDITIONS
(C) FINACIAL TERMS & CONDITIONS
(D) MAIN CONDITION / FETURES OF THE WORK
VADODARA MUNICIPAL CORPORATION
TERMS & CONDITION
(A) INSTRUCTIONS TO BIDDERS (ITB)
1. Procedure for Submission of Tender
a). The Bidder should quote the price bid in e- tender form before last date of online submission as
per N.I.T and all other details as asked in the tender.
b). The bidder shall submit the following Tender documents physically in hard copy in schedule time
by RPAD/ Speed Post envelope shall be sealed in an outer envelope. The Bid envelopes shall be
marked as follows: -
➢ Tender Document Vol.
➢ Registration certificate of class
➢ Power of Attorney
➢ Personal Details
➢ Enclosures as asked in tender
➢ Technical specifications duly sign by contractor.
➢ MOU (as per annexure-G-1)
➢ MOU (as per annexure-G-2)
c). The envelope shall be addressed to the Employer at the following address:
The Office of the Executive Engineer, Sayajibaug Zoo, Gate 04 Sayajibaug, Nr Bal Bhavan,
Kareli Baug, Vadodara-390018.
d). Indicate the name and address of the bidder.
If the outer envelope is not sealed and marked as above, the Employer will assume no
responsibility for the misplacement or premature opening of the bid.
e). All information has to be typed or hand written legibly. All pages of the Bid have to be initialed
f) ALL INFORMATION HAS TO BE SUBMITTED IN THE PRESCRIBED FORMAT ONLY.
Projects for which incomplete information has been provided will not be considered for evaluation.
The Bidder may attach separate sheets if so required. However, the final bound document
submitted, has to be submitted in vertical A4 size (210 mm X 297 mm) except Form of Bids.
2. Assessment of Submission
2.1The Employer will open the physically submitted document of all the bids received for the package
(except those received late) containing the sealed Tender volume and other enclosures then
announce the names of bidders in the presence of bidders or their representatives who choose to
attend on the date and time mentioned in the IFB. In the event of specified date of bid opening
being declared as a holiday for the Employer, the Tender will be opened at the appointed time
and location on the next working day.
2.2 In Physical submission, Bidders detailed and tender fee, E.M.D. shall be opened first. The
Employer at the opening will announce bidder’s names, the presence/or absence of EMD, the
amount and validity of EMD furnished with each bid, is valid registration and such other details,
as the Employer may consider appropriate.
2.3 The Employer will determine whether the bid is accompanied by the required EMD.
2.4 If the EMD furnished does not conform to the amount and validity period as specified in the
Invitation for Bid and has not been furnished in the form, the bid shall be rejected by the Employer
as non-responsive and the Tender volume will be returned to the bidder.
2.5 Subject to confirmation of the EMD by the issuing bank, the Tender volume accompanied with
valid EMD will be taken up for further evaluation. In case, the Bank does not confirm the EMD,
the bid shall be rejected as non-responsive and no further evaluation carried out.
2.6 The tender volume will further be examined to determine whether the bid has been properly
signed, meets the eligibility and qualification criteria, has the required available bid capacity, is
accompanied by the requisite certificates, undertaking and other relevant information specified
in the bid documents and is substantially responsive to the requirement of the bidding documents
and provides any clarification for ascertaining the correctness of the information/details.
2.7 The Employer shall prepare besides the record of bid opening, minutes of the Bid opening,
including the information disclosed to those present in accordance with Sub Clause 3.2 thereof.
2.8 The bidders or their representatives who are present shall sign attendance sheet evidencing their
2.9 If the Tender volume is not substantially responsive, it will be rejected by the Employer and will
not subsequently be made responsive by correction or modification or withdrawal of the
nonconforming deviation or reservation.
3. Evaluation and Comparison of Tender volume
The Employer will evaluate and compare only those Tender volumes which are determined to be
substantially responsive in accordance with Clause 2 as above and qualified for award of Contract
in accordance with Clause 5 as below.
4. Procedure for Tender Opening
Received copies of tender in physical form within scheduled time, will be open on scheduled date
and time. In the event of specified date of bid opening being declared bidders who qualify the
criteria then bidder bid will be considered for opening of price bid.(Following clause no. 5 of
5.1 The Employer will award the Contract to the bidder whose bid has been determined to be
substantially responsive to the bidding documents and who has offered the Evaluated Bid Price,
provided that such bidder has been determined to be (i) eligible in accordance with the provisions
of Clause 3(General Terms and Condition); and (ii) qualified in accordance with the provisions
of Clause 5(General Terms and Condition).
6. Notification of Award
6.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer will
notify the successful bidder by cable/fax and confirmed by registered letter that his bid has been
accepted. This letter shall name the sum which the Employer will pay the Contractor in
consideration of the execution, completion and maintenance of the Works by the Contractor as
prescribed by the Contract.
6.2 The notification of award will constitute the formation of the Contract.
7. 5 % of the contract value i.e 2% of EMD and 3% to be deducted from bill equally to built-
up Maximum 5% of total security deposit of contract value. (2% EMD + 3% = 5% of S.D)
3% value of work will be released after one month from date of payment of final bill.
8. Clarification of Bids
8.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his
discretion, ask any bidder for authentication the correctness of the information/details furnished
by him in his bid. Such request by the Employer and the response by bidder shall be in writing or
8.2 Subject to above clause, no bidders shall contact the Employer on any matter relating to his bid
from the time of bid opening to the time contract is awarded.
8.3 Any effort by the bidder to influence the Employer in the Employer’s bid evaluation, bid
comparison or contract award decisions may result in the rejection of his bid.
9.1 Information relating to the examination, clarification, evaluation and comparison of bids and
recommendations for the award of a contract shall not be disclosed to bidders or any other persons
not officially concerned with such process until the award to the successful bidder has been
announced. Any effort by a bidder to influence the Employer's processing of bids or award
decisions may result in the rejection of his bid.
10.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain for
itself on its own responsibility all information that may be necessary for preparing the bid and
entering into a contract for construction of the Works. The costs of visiting the Site shall be at the
bidder’s own expense.
10.2 The bidder and any of its personnel or agents will be granted permission by the Employer to
enter its premises and lands for the purpose of such inspection, but only upon the express
condition that the bidder, its personnel and agents, will release and indemnify the Employer and
its personnel and agents from and against all liability in respect thereof and will be responsible
for death or personal injury, loss of or damage to property and any other loss, damage, costs and
expenses incurred as a result of the inspection.
Seal and Signature of the Bidder Executive Engineer, Zoo Dept.
Date Vadodara Municipal Corporation
VADODARA MUNICIPAL CORPORATION
TERMS & CONDITION
( B ) GENERAL TERMS & CONDITIONS
1. Scope of Bid
1.1 The Vadodara Municipal Corporation hereinafter called "the Employer" invites Tender
document for the construction of works (as defined in these documents, hereinafter referred
to as "the Works") detailed in the table given in the IFB.
1.2 The Works consist of:
DEVELOPMENT OF REPTILE HOUSE AT SRI SAYAJI BAUG ZOO AT
VADODARA. (FOURTH TRIAL)
2. Source of Funds
2.1 The expenditure on these Works will be met by VADODARA MUNICIPAL
3. Eligible Bidders
3.1 This invitation for bids is open to bidders who has necessary bid capacity and who meet
the following requirements:
➢ A bidder shall not be under a declaration of ineligibility for corrupt or fraudulent
➢ 1) Contractor registered in “AA” Class working with V.M.C or registered in
“AA” Class with the Government of Gujarat, other State Governments, Semi
Government bodies, Central P.W.D. In case of Non-Register With VMC, The
Bidder has to get registered within 3(Three) months after receiving work
(2) Contractor having experience of Similar Type of Building construction Work
having Minimum value of Single work carried out shall be of 80% of Estimated
Cost put to tender / Two Works shall be of 50% of Estimated Cost put to tender /
Three work carried out shall be of 40% of Estimated Cost put to tender in Last
Seven year. (Refer Enhancement Factor Criteria as Below)
Escalation factor:
Following enhancement factor will be applied for annual turnover and completion cost of
project to bring them to the base year. The current financial year in which bid is invited
shall be considered as the base year. This shall be applicable for last 5 years only.
Year Financial Year Enhancement Factor
Base (year of inviting tender) 2025-2026
Enhancement factor is a multiplication factor to utilized for enhancing the value of the work
of work done, turnover Amount. For instance, if the bidder has completed the work of
Rs.1.00 crore in financial year 2021-2022, then the bidder can use the enhancing factor of
1.46 and the value of work done shall be 1.50 X 1.00cr. = Rs. 1.50 crore.
• Escalation Factor will be applied to bring the value of completed works to the current
Financial Year’s level.
Specialized Experience in GRC/Acrylic Panel Work:
• The bidder or their specialized subcontractor (through MOU) should have executed
at least one or more projects of Minimum 2072 kg of Acrylic Panel work (30% of Original
Quantity) and 1300 Sq Meter GRC work (30% of Original Quantity) involving the
installation and fixing of both GRC and Acrylic panels for animal exhibits, zoos, wildlife
parks, aquariums, or similar facilities, within the last 7 years.
MOU Option in Specialized work (MOU with Subcontractor):
• Bidders may partner with specialized subcontractors for the execution of GRC and/or
acrylic panel works through a Memorandum of Understanding (MOU).
• The subcontractor must be a recognized manufacturer or specialist in GRC and/or
acrylic works and should have completed at least one or more Projects of Minimum 2072 kg
of Acrylic Panel work and 1300 Sq Meter GRC work involving the installation and fixing of
both GRC and Acrylic panels for animal exhibits, zoos, wildlife parks, aquariums, or similar
facilities, within the last 7 years
• The MOU must be submitted at the time of bid submission and include the details of
the subcontractor’s experience.
• All agreements or MOUs entered into by the main contractor with any subcontractor
(for specialized works such as GRC and Acrylic panel installation) shall be solely the
responsibility of the main contractor.
• VMC shall not be a party to any such agreement, and shall deal only with the main
contractor for all contractual obligations, including quality control, timelines, payments, and
dispute resolution.
• The main contractor shall be fully responsible for ensuring the performance, quality,
and compliance of the subcontracted work with tender specifications. Any failure,
deficiency, or delay by the subcontractor shall be deemed as the responsibility of the main
Documents to be Provided:
• Work orders, completion certificates, and client references for all relevant projects.
• For subcontractors, an MOU and supporting documents from the partner should be
VMC Reserves the Right to Waive Minor Deviations in the bidder’s submission if they do
not materially affect the bidder's capability to perform the contract.
2) Special Conditions: -
• In packet-B of subject tender, the prospective bidder should submit Memorandum of
Understanding (MOU) (duly notarized on Rs.500/- stamp paper) with
firm/organization/company having experience in execution of at least one similar
work in each following categories:
i) MOU (as per annexure-G-1) with manufacturer/firm/agency qualifying the technical
specifications mentioned in tender document for acrylic panels and having
experience of SITC of Acrylic panels weighing at least 30% of tender quantity in
any Gov. project).
ii) MOU (as per annexure-G-2) with manufacturer/firm/agency qualifying the technical
specifications mentioned in tender document for artificial rockwork and having
experience in construction of artificial rockwork admeasuring at least 3700 sqm.
Work Completion:
1. For work completion, the bidder has to submit Certificate 3 (A) from their respective
employers. Those works which are not supported by the Certificate 3(A) shall not be
considered as completed work.
2. Work completed by the bidder with Government / Semi Government under the name
of the bidder them self shall be considered for evaluation.
3. Since this is a Building Construction work and Specialised work related to GRC and
Acrylic panel work, the work completed shall be of Building Construction and GRC,
Acrylic panel work only, even though, if there is a Comprehensive Building Work
completed by the bidder, it is mandatory to give Clear Bifurcation of all components
like Building, Road, Water supply, Infrastructure etc. and the amount of Item
Pertaining to Building Construction Only shall be considered for evaluation.
4. Work Completion means completed works only. If the work is in progress and some
percentage of the work is completed, the bidder cannot consider that amount into the
work completed. For example, for the project Rs. 10.00 Crore if the work is completed
1.50 Cr., then the bidder cannot submit the work completion of Rs. 1.50 Cr. for
eligibility of this tender.
➢ Bidders shall provide such evidence of their continued eligibility satisfactory to the
Employer, as the Employer shall reasonably request.
4. Eligible Material, Equipment and Services
4.1 At the Employer's request, the bidder having offered the evaluated lowest financial bid
may be required to provide evidence of the origin of materials, equipment, and services to
the satisfaction of the Employer.
4.2 For purposes of Sub Clause 4.1, "origin" means the place where the materials are mined,
grown, produced or manufactured; similarly for equipment and from where the services are
5. Qualification of the Bidder
To be qualified for award of Contract, bidders shall:
a) Submit a written power of attorney authorizing the signatory of the bid to commit the
5.1 Organisation & Management
a. Memorandum of association/articles of association/partnership agreement
b. Bids from the joint ventures are not acceptable except MOU.
c. Certificate of class of registration
5.2 Financial Status
5.2.1 Achieved an Average Annual financial turnover during the last 3 years, ending 31st
March of the previous financial year should be at least 30% of the estimated cost put
to Tender. It should be duly certified by Chartered Accountant.
5.2.2 (Escalation factor as mentioned above shall be used to bring the value of such
completed works to the level of current financial year i.e. 2025-26)
5.2.3 If company did not exist for the last 5 years, corresponding figure for the year is to
be taken as zero.
5.2.4 The agency should Submit Solvency certificate for an amount up to 15 % of the
tender amount. A solvency certificate to this effect shall be submitted by him not
Older than Last One Year from any Nationalized bank as per Annexure-I.
5.3 Sub-Contractors' experience and resources shall not be taken into account in
determining the bidder's compliance with the qualifying criteria.
General information
All individual firms must complete the information in this form. Nationality information shall
be provided for all owner(s) or applicant(s) that are partnership or individually owned firms.
1 Name of firm:
2 Head office address:
3 Local office address (if any):
4 Telephone/ Contact:
5 E-mail address:
6 Place of incorporation/registration:
7 Year of incorporation/registration:
➢ Additional information regarding litigation, debarment, arbitration, etc.
5.4 Disqualification
Even though the Bidders may meet the above criteria, they are subject to be disqualified for
any of the following reasons:
a) Misleading or false representation in the forms, statements and attachments submitted and
included in document.
b) Record of poor performance such as abandoning the work, rescinding of contract for which
the reasons are attributable to the non-performance of the contractor, consistent history
of litigation awarded against the applicant or financial failure due to bankruptcy.
c) Has been identified by the Employer as poor performer in implementation of ongoing
5.5 Debarment/Black listing
Notwithstanding the above, the Employer may debar or blacklist any of the bidder(s) for their
misleading or false representations in the forms statements etc. for the period to be decided
by the Employer
6. One Bid per Bidder
6.1 Each bidder shall submit only one bid per contract package either by himself. A bidder
who submits or participates in more than one bid for a contract package will be disqualified.
7. Bidding Documents
The bidder is expected to examine carefully the contents of all the above bid documents.
Failures to comply with the requirements of bid documents will be at the bidder's own risk.
Bids which are not substantially responsive to the requirements of the bidding documents
will be rejected.
8. Language of Bid
The bid, and all correspondence and documents related to the bid exchanged between the
bidder and the Employer shall be written in the English language. Supporting documents and
printed literature furnished by the bidder may be in another language provided they are
accompanied by an accurate translation of the relevant passages in the English language, in
which case, for purposes of interpretation of the bid, the English translation shall prevail.
9.1. Unless stated otherwise in the bidding documents, the Contract shall be for the whole
works as described in bidding documents, based on the percentage rate amount in the Bill
of Quantities submitted online by the bidder.
9.2. The bidder shall fill (in e-tender) in percentage rate above or below and total amount
9.2. The bidder shall fill (in e-tender) in percentage rate above or below and total amount
(both in figures and words) for overall items of the Works provided in the Bill of
10. Bid Validity
10.1 Bids shall remain valid as per Instruction to Bidders (ITB) after that deadline date for
bid submission specified in Clause. The Employer as non-responsive shall reject a bid
valid for a shorter period.
10.2 In exceptional circumstances, prior to expiry of the original bid validity period, the
Employer may request the bidders to extend the period of validity for a specified
additional period. The request and the responses thereto shall be made in writing or by
fax. A bidder may refuse the request without forfeiting his bid security. A bidder
agreeing to the request will not be required or permitted to modify his bid but will be
required to extend the validity of his Bid Security for the period of the extension, and
in compliance with Clause 2 (Financial Terms & Conditions) in all respects.
11. Format and Signing of Bid
11.1 The bidder shall prepare two copies of the documents comprising the bid as described
in Instructions to Bidders.
11.2 The bid shall be typed or written in indelible ink and shall be signed by a person or
persons duly authorized to sign on behalf of the bidder.
11.3 The bid shall contain no alterations, omissions or additions, except those to comply with
instructions issued by the Employer, or as necessary to correct errors made by the
bidder, in which case the person or persons signing the bid shall initial all such
11.4 All witnesses and sureties shall be persons of status and probity and their full names,
Occupations and addresses shall be printed below their signatures.
12. Deadline for Submission of Bids
Bids must be received by the Employer at the address specified above not later than the time
and date specified in the IFB.
Any bid received by the Employer after the deadline for submission of bids will be returned
unopened to the bidder.
14. Signing of Agreement
At the same time that the Employer notifies the successful bidder that his bid has been
accepted, the Employer will direct him to submit the Performance Security and attend the
Employer's office on a date determined by the Employer for signing the Form of Agreement.
15. The selection process will lay high emphasis on the ability and competency of contractors
to do high quality work within the given time schedule.
16. The onus of providing, all necessary company / project related information, in appropriate
manner and medium, so as to demonstrate the competency of the bidder and to allow proper
evaluation, will rest entirely on the Bidder.
17. All clause shall be operative from the date of issue of work order and up to the expiry of
original and extended time limit.
18. Legal Condition: -
• Corrupt or Fraudulent Practices
The Employer will reject a proposal for award if he determines that the Bidder
recommended for award has engaged in corrupt or fraudulent practices in competing for
the contract in question. The Employer will declare the firm ineligible, either indefinitely
or for a stated period of time, to be awarded a contract by VADODARA MUNICIPAL
CORPORATION if it at any time determines that the firm has engaged in corrupt or
fraudulent practices in competing for the contract, or during execution.
❖ “Corrupt practice” means behavior on the part of officials in the public or
private sectors by which they improperly and unlawfully enrich themselves
and/or those close to them, or induce others to do so, by misusing the position
in which they are placed, and it includes the offering, giving, receiving, or
soliciting of anything of value to influence the action of any such official in the
procurement process or in contract execution; and
❖ “Fraudulent practice” means a misrepresentation of facts in order to influence a
Procurement process or the execution of a contract to the detriment of the
Borrower, and includes collusive practice among bidders (prior to or after bid
submission) designed to establish bid prices at artificial non-competitive levels
and to deprive the Borrower of the benefits of free and open competition.
• Municipal Commissioner reserves the rights to reduce/increase the scope of work and
contract without assigning any reason thereof.
• If Vadodara Municipal Corporation is convinced that the Bidder has resorted to material
misrepresentation or provided fraudulent information / statement, the said Bidder will be
liable for disqualification / rejection at any stage.
• Proof for fulfillment of eligibility criteria should be submitted along with Tender volume.
If the Tender volume is submitted without valid documents and without proof of
eligibility criteria it will be rejected.
• Those who do not meet with the eligibility criteria need not submit the Tender document.
• Tenders, which do not fulfill all or any of condition or are submitted incomplete in any
respect or are conditional tenders, will be rejected.
• Contractor shall be responsible to obey all Labour Laws, Environmental and Safety Laws.
(the existing laws as well as framed from time to time). Any penalties laid due to violation
of such laws shall be directly deducted from the contractor's outstanding.
19. Administrative Conditions: -
• Safety and Signage
• Contractor has to arrange for the complete safety of the persons working for
project, users of the surrounding area i.e. public and vehicles also. All the
arrangements of safety equipment, first-aid treatment, mandatory signage
regarding work & traffic as per requirement to be arranged at site.
• Necessary dropping, shoring and under pinning shall be provided for the safety
of the adjoining work or property, which is to be left intact, before dismantling
and demolishing is taken up and the work shall be carried out in such a way that
no damages is caused to the adjoining property.
• Liaison with local authority for electrical connections for the VMC
The contractor is responsible for liaison with local authority for change in supply
connection or new connection on behalf of VMC. It includes filling the necessary
application to power Supply Company, follow up and getting the supply, filling the
necessary test reports to the power supply company. All official fees including security
deposits and other expenses shall be of initially paid by the contractor.
• Contractor shall not sublet the work without permission of the authority.
Insurance in respect of damage to persons and property:
The contractor shall be liable for and shall indemnify the Employer against any liability,
loss, claim or proceedings whatsoever arising under any statute or at common law in respect
of personal injury to or the death of any person whomsoever arising out of or in the course
of or caused by the carrying out the works, unless due to any act or neglect of the Employer
or of any person for whom the Employer is responsible.
The contractor shall be responsible for all injury to persons, animals or things, and for all
structural and decorative damage to property which may arise from the operation or neglect
of himself or of any nominated sub-contractor's employees, whether such injury or damage
arise from carelessness, accident or any other cause whatever in any way connected with the
carrying out of this contract. This clause shall be held to include, interlaid, any damage to
buildings, whether immediately adjacent or otherwise and damage to roads, streets, good
paths, bridges or way as well as all damage caused to the buildings and works forming the
subject of this
Contract by frost or other inclemency of weather. The contractor shall indemnify the
employer and hold him harmless in respect of all and any expenses arising from any such
injury or damage to persons or property as aforesaid and also in respect of any claim made
in respect of injury or damage under any acts of government or otherwise and also in respect
of any award of compensation or damages consequent upon such claim.
The contractor shall reinstate all damages of every sort mentioned in this clause, so as to
deliver up the whole of the contractor works complete and perfect in every respect and so
as to make good or otherwise satisfy all claims for damage to the property of third parties.
The contractor shall indemnify the employer against all claims which may be made
against the employer by any member of the public or other third party in respect of
anything which may arise in respect of the work or in consequence thereof and shall at
his own expense arrange to effect and maintain until the virtual completion of the
contract, with an approved office and policy of insurance in the joint names of the
employer and the contractor against all claims which
may be made upon the employer whether under the workmen's compensation act or any
other statute in force during the currency of this contract or at common law in respect of
any employee of the contract or any sub-contractor and shall at his own expense effect
and maintain, until the virtual completion of the contract, with an approved office a policy
of insurance in the joint names of the employer and contractor against such risks and
deposit such policy or policies with the Architect from time to time during the currency
of the contract.
The contractor shall be responsible for anything which may be excluded from the insurance
policies above referred to and also for all other damages to any property arising out of and
incidental to the negligent or defective carrying out of this contract. He shall also indemnify
the employer in respect of any costs, charges or expenses arising out of any claim or
proceeding and also in respect of any award of or compensation of damage arising their
The employer with the concurrence of Architect shall be at liberty and is hereby empowered
to deduct the amount of any damage, compensation, costs charges and expenses arising or
accruing from or in respect of any such claim or damage from any sum or sums due or to
become duet to the contractor.
Insurance: (CAR)
Insurance for contractor’s men, machinery / equipment and material in transit as well on
site and third-party insurance including indemnity CAR policy also to be arranged by
contractor. Comprehensive storage cum erection insurance to be arranged by contractor.
Contractor shall also insurance all around property.
Note: In case if extension in time limit is granted to contractor for reasons of either parties,
contractor shall include this time for the purpose of insurance.
The contractor shall in joint names of the Employer and contractor insure against loss or
damage by fire, storm, tempest, lighting, flood, earthquake, aircraft or anything dropped
therefrom, serial objects, riot and civil commotion for the full value thereof all work
executed and all unfixed materials and goods intended for, delivered to and placed on or
adjacent to the work, but excluding temporary building plant, tools and equipment owned
or hired by the contractor or any subcontractor and shall if such work material and goods so
insured until virtual completion of the work such insurances shall be with insurers approved
by the Architect and contractor shall deposit with the Architect the policy or policies and
the receipts in respect of premiums paid and should the contractor make default in insuring
or continuing to insure as aforesaid the Employer may himself insure against any risk with
respect of which the default shall have occurred and deduct a sum equivalent to the amount
paid by him in respect of premium from any monies due to or to become due to the
Provided always that if the contractor shall independently of his obligations under this
contract maintain a policy of insurance which covers (interalia) the said work, materials and
goods against the aforesaid contingencies to the full value thereof then the maintenance by
the contractor of such policy shall if the Employer interest is endorsed thereon, be a
discharge of the contractors obligation to insure in the joint names of the Employer and
contractor and the production by the contractor as and when may reasonably be required by
the Architect of a current certificate of insurance from the company or firm which shall have
issued the said policy shall be a discharge of the contractor's obligation to deposit with the
Architect a policy or policies and the receipts in respect of premium paid.
Upon survey of any claim under the insurances aforesaid the contractor with due diligence
shall restore work damaged, replace or repair unfixed materials or goods which have been
destroyed or injured, remove all dispose of any debris and proceed with the carrying out and
completion of the work. All monies received from such insurances shall be paid to the
contractor by installments under certificates of the Architect issued at the period of interim
Certificates named in the appendix to these conditions. The contractor shall not be entitled
to payment in respect of the restoration of work damaged, the replacement and repair of any
unfixed materials or goods and the removal and disposal of debris other than the monies
received under the said insurances.
21. OFFICE ACCOMODATION FOR THE SITE ENGINEERING
The contractor shall provide, erect and maintain at his cost a separate simple watertight
office accommodation for the Site Engineer. These accommodations shall be well
lighted and ventilated and provided with Air Condition, windows, door, with a lock. The
office of Site Engineer shall be with minimum of 300 Sq. Ft. containing with meeting
room, toilet and pantry facilities and the contractor shall provide minimum 2 desk with
minimum 6 chairs, drawers for keeping drawings, 1 steel cupboard having proper lock
and a tack board for displaying drawings. The accommodation shall be demolished when
The contractor shall have to provide One number of computer systems as per
Configuration asked by the department and One Number of 3 in 1, i.e. printer,
scanner and Xerox. The contractor / PMC shall Take photograph and record all
significant site progress in terms of civil work (reinforcement, Masonry, plastering
work etc.), electric work, plumbing work (including concealed open electric,
plumbing, firefighting, CNG gas lines etc.), finishing work etc. once every week
(irrespective of no work progress on site or prolonged holidays) using professional
ten mega pixel or more camera with flesh or Minimum 14 Mega Pixel Mobile Phone
(and shot at maximum resolution) and stored and submitted with weekly computer
folders labeled clearly with date of week and serial number of week as per week of
Sanitary Arrangement:
The Contractor shall provide and erect all necessary sanitary convenience for the Site
staff and the workmen maintain in a clean orderly condition and clean and deodorize the
ground after removal.
Seal and Signature of the Bidder Executive Engineer,
Vadodara Municipal Corporation
VADODARA MUNICIPAL CORPORATION
TERMS & CONDITION
(C) FINANCIAL CONDITION
1. Cost and Currencies of Bidding
The bidder shall bear all costs associated with the preparation and submission of his bid
and the Employer will in no case be responsible or liable for those costs.
Currencies of Bid and Payment
➢ The rates and the prices shall be quoted by the bidder entirely in Indian Rupees
➢ All payments including advances, if any, shall be made in Indian Rupees.
2. Earnest Money Deposit :-
2.1 Bank guarantees (and other instruments having fixed validity) issued as surety for the bid
shall be valid for 30 days beyond the validity of the bid.
2.2 The EMD of the unsuccessful bidders, except for L1, L2 and L3 bidders, will be returned
as promptly as possible as but not later than 30 days after the expiration of the period of bid
2.3 The EMD of the successful bidder, along with second and third lowest tenders, will be
returned when the bidder has furnished the required performance security and signed the
2.4 Earnest Money Deposit may be forfeited
a) if the bidder withdraws his bid during the period of bid validity;
b) in the case of a successful bidder, if the bidder fails within the specified time limit to
i) Furnish the required Performance Security or
ii) Sign the Agreement.
3. (A) Security Deposit: -
Total 5% of tender amount.
5% of the contract value i.e 2% of EMD and 3% to be deducted from bill equally to builtup
Maximum 5% of total security deposit of the contract value. (2% EMD + 3% value of work
will be released after one month from date of payment of final bill.
(B) Performance Bond 5% of Amount of Completed Work in form of Bank Guarantee
at the time of final bill. THE CONTRACTOR SHALL SUBMIT THE PERFORMANCE
BOND IN THE REQUIRED FORMAT AS DIRECTED BY V.M.C. ALSO REFER CLAUSE
NO. 7 , PAGE NO.7 OF INFORMATION TO TENDERES.
Additional performance security: -According to C. E V.M.C Resolution (A)
Within 10 (Ten) days of receipt of Letter of Acceptance, the successful Bidder shall
furnish to the VMC an irrevocable and unconditional guarantee from a Bank in the
form set forth in Section 8 (the “Performance Security”) for an amount equal to 5%
(five percent) of its Contract Price. In case of bids mentioned below, the successful
Bidder, along with the Performance Security, shall also furnish to the Authority an
irrevocable and unconditional guarantee from a Bank in the same form given at
Section 8 towards an Additional Performance Security (The “Additional Performance
Security”) for an amount calculated as under:
(a) If the Contract Price offered by the Selected Bidder is lower than 10% but upto 20%
of the Estimated Project Cost, then the Additional Performance Security shall be
calculated @ 20% of the difference in the (i) Estimated Project Cost (as mentioned in
Bid Document) - Minus 10% of the Estimated Project Cost and (ii) Contract Price
offered by the selected Bidder.
(b) If the Contract Price offered by the Selected Bidder is lower than 20% of the Estimated
Project Cost, then the Additional Performance Security shall be calculated @ 30% of
the difference in the (i) Estimated Project Cost (as mentioned in Bid Document) -
Minus 10% of the Estimated Project Cost and (ii) Contract Price offered by the
selected Bidder.
(c) This Additional Performance Security shall be treated as part of the Performance
(B) The Performance Security shall be valid beyond 60(sixty) days of the Defects
Liability Period and the Additional Performance Security shall be valid beyond
(twenty-eight) days of Project Completion Date.
(C) Defect liability period: 5 Years for all work to be carried out by the contractor
excluding any breakage or other repairing /extension work which is not cause due to
bad workmanship or basic civil work done by agency. The period will commence
from the date of virtual completion of the site or as recorded in measurement book
for a particular running / Final Bill which is later. In any case VMC authority has
right to en-cash the performance bank guarantee without any intimation to contractor,
which was submitted against service to be provided by contractor during the defect
liability period for unsatisfying response from contractor whenever asked during this
4. Approved Bank: - As per attached ANNEXURE -1
5. Mobilization advance will not be given.
6. Quantities in B.O.Q. may vary up to any extent and contractor shall not claim any extra
rate for the same.
7. Penalty: Delay in completion of work- 0.1% of total contract value per week or part
thereof by which delay has occurred, subject to maximum of 10% of the contract value.
8. G.S.T. on Materials
All charge on account of G.S.T. etc. on material procurement or any other component for
the works from any source shall be borne by the contractors.
G.S.T. payable by the Contractor under the Contract, or for any other cause as of the date
28 days prior to the deadline for submission of the bids, shall be included in the rates and
prices and the total bid price submitted by the bidder and the evaluation and comparison
of bids by the Employer shall be made accordingly.
9 Price Escalation: - PRICE VARIATION Shall not be Applicable.
10. If the contractor fails to execute the said works within prescribed time limit, the said work
will be carried out at the risk and cost by other contractors with 15 supervision charges as may
be decided by the Executive Engineer (Sri Sayajibaug Zoo Dept).
11. For Electricity, Contractor shall have to make his own arrangements for
The purpose of construction work at site at his own expense.
Seal and Signature of the Bidder Executive Engineer
Date: Sri sayajibaug Zoo
Special Conditions of Contract
1. Special Conditions of Contract
I. No claim for, time extension shall be entertained for the part possession of the
site for execution.
II. Bidder should carry out the work in stipulated time limit as per tender
specification. Bidder should plan to use ready mix concrete of approved design
for speedy work. No claim for any extra rate for use of ready mix concrete or
any other latest technology for any item at any day or night time will be
eligible. Bidder should quote the rate accordingly.
III. No claim shall be entertained if the items stipulated in the tender shall not be
executed as per site condition/ requirements.
IV. No idle charges shall be paid to contractor if any machinery and man power
remain idle and no claim shall be entertained for the same.
V. Municipal Commissioner Reserves the rights to reduce / increase the scope of
work up to any extent without assigning reason thereof and the contractor has
to execute the BOQ items at his tender rate.
VI. If any underground utilities (Water pipeline, drainage, electric, telephone,
communication, etc.), Gas line foul during execution contractor shall start
work at other available work front until such utilities / Gas line are shifted. If
needed such services has to shifted by contractor, VMC will pay the rates as
per prevailing SOR/ approved rates or other non-schedules items will be paid
as per market rate analysis approved by consultants/ competent authority.
claim for time extension shall be entertained for the same.
Seal and Signature of the Bidder Executive Engineer
Date: Sri Sayajibaug Zoo)
The General scope of work
DEVELOPMENT OF REPTILE HOUSE AT SRI SAYAJI BAUG ZOO AT
VADODARA. (FOURTH TRIAL).
as per the architectural/ Structural working drawings prepared by the consultant / VMC.
IT.2 INVITIATION TO TENDER
The Municipal commissioner for and on behalf of Vadodara Municipal Corporation here
in after referred as VMC will receive tenders for the work as per the specifications and schedule of
prices in the tender document. The tenders shall be opened in the office of the Executive Engineer Sri
Sayajibaug Zoo in the presence of tenderers or their representatives who remain present. The
Municipal Commissioner reserves the right to reject the lowest or any other or all tenders or part of
it which in the opinion of the Municipal Commissioner does not appear to be in its best interest and
the tenderer shall have no cause of action or claim against the authority or its officers, employees,
successors or assignees for rejection of his tender.
IT.3 LANGUAGE OF TENDER
Tenders shall be submitted in English and all information in the 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 tender liable to rejection.
IT .5 TENDER DOCUMENTS
Tender documents and set of drawings shall comprehensively be referred before tendering. The
several section forms 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 naturally,
explanatory and describe and provide for complete works. The tender documents shall be submitted
IT. 6 EXAMINATIONS BY TENDERERS
At this own expense and prior to submitting his tender, each tenderer shall (a) examine the
contract documents. (b) visit the site and determine local condition which may affect the work
including the prevailing wages and other pertinent cost factors. (c) familiarize himself with all central,
state and local license required for the work and (d) correlate his observation, investigation and
determinations with the requirements of the tender documents, site & subsoil investigation.
The tender quantity is fixed as per drawings enclosed herewith. During execution any increase
or decrease in quantity -same will be paid as per the Tender clause.
TENDER DOCUMENTS
VOLUME-I (TECHNICAL BID)
VOLUME – II (PRICE BID)
Copy of the tender Document should be completed, legible in ink, checked in a responsible
manner. Signed stamped and returned together with the tender security Bond by the stipulate date,
this shall form the tender.
The tenderer is required to complete.
The form of tender, including the Appendices enclosed thereto, Tender security bond and the
Tender summary shall be submitted duly signed and stamped.
All the pages in which entries are required to be made by the renderer are contained in the
tender documents and the renderer 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 issue pursuant to Clause IT .19
IT.7 EARNEST MONEY DEPOSIT.
Each tender must be accompanied by, a receipt of deposit as tender guarantee in the form of
Earnest money mentioned on relevant page. Any tender not accompanied by a tender guarantee in the
form of earnest money deposited for the sum stipulated in the tender's document will be summarily
rejected. The earnest money deposit shall be paid with the tender by B.G. / D.D. payable at Vadodara
without which the tender shall not be considered as valid. EMD in the form of D.D of the banks
approved by VMC shall also be acceptable.
(As per Annexure – 1)
Sr .No. Tender No Estimated Cost Amount of E. M. D.
The Earnest Money Deposit will be returned to the unsuccessful tenderers after an award has
been finalized.
The Earnest Money Deposit of the successful tenders shall be converted in to security
Deposit amount after acceptance of the tender.
No interest shall be paid by the owner on any tender guarantee.
IT.8 --DELETED—
IT.9 PREPARATION OF TENDER DOCUMENTS
Tenderers are required to note the following while preparing the tender documents.
Tender shall be submitted on the Tender form bound here in English. All appendices and
statements shall be properly filled in. Numbers shall be stated both in words and in figure where so
indicated and the signature of all persons signing shall be in longhand.
Percentage, Prices, wordings and notations must be in ink or type written No erasers
will be permitted. Mistakes may be crossed out and corrections typed or written in ink adjacent
thereof, and shall be checked before submission of the tenders. If there is discrepancy between
the rates quoted in figures and in words, the rates expressed in words shall be considered as
Tender shall be accompanied by the prescribed tender fee, security deposit and other
required documents and drawing. All witnesses and sureties shall be persons of status and probity
and their full names, occupation and address shall be stated below their signature.
Variation to the contract Documents requested by the tenderer may be affixed and duly signed
and stamped. Such variation may be refused by the authority is not obliged to give reason for his
Submission of tenders shall comply with the notice inviting tenders as to place, date and
time. Tenders and tender security (E.M.D.) shall be enclosed with the tender documents and shall be
put in a sealed envelope.
IT. 10 SUBMISSION OF TENDER DOCUMENTS
Tenderers are requested to submit the Tender Documents on following lines. Following documents
to be submitted online as well as in physical.
i. Tender security bond (Earnest Money)
ii. Certificate as registered contractor with Government of Gujarat or appropriate authority. (Not
applicable for private sector)
iii. Tender's financial capability and standing over at least past five years.
iv. Current Income Tax Clearance Certificate.
v. Tenderer's experience in the field relevant to this contract.
vi. The technical ability and qualifications of the tenderer. Details of technical personnel with their
qualification & experience.
vii. A list of the equipment the tenderer possessed and that which he proposed to acquires and use
for the purpose related to the work
viii. Tenderer should submit all the drawing which they have received along with tenders
(Architectural + Structural).
ix. Bank Solvency Certificate.
x. Labour license to be submitted
xi. Details to be submitted as per the Statement No 1 to
xii. Price bid should be submitted by e-tender only and Technical bid should be submitted physically
also in sealed envelope systems By RPAD/Speed post/ duly sign & seal by contractor as per
schedule given on page no. 3.The time limit for receipt of tender shall strictly apply in all cases.
The tenderers shall have therefore ensure that their tender is received by the competent authority
(VMC) at the required place before expire of the time limit. No delay on account of any cause of
receipt of tender shall be entertained. Tender's received after the time limit is over will not be
accepted and inadvertently accepted will not be opened and will be returned unopened. Tenders
which may get opened before the due date with no indication having been given on the envelops
containing a tender therein is liable to be rejected.
xiii. In packet-B of subject tender, the prospective bidder should submit Memorandum of
Understanding (MOU) (duly notarized on Rs.500/- stamp paper) with
firm/organization/company having experience in execution of at least one similar work in each
following categories:
MOU (as per annexure-G-1) with manufacturer/firm/agency qualifying the technical
specifications mentioned in tender document for acrylic panels and having experience of SITC
of Acrylic panels weighing at least than 30% of tender quantity in any Gov. project).
MOU (as per annexure-G-2) with manufacturer/firm/agency qualifying the technical
specifications mentioned in tender document for artificial rockwork and having experience in
construction of artificial rockwork admeasuring at least 3700 sqm.
The tender must contain name address of residence and place of business of the person or person
submitting the tender and must be signed and sealed by the tenderer with his usual signature.
Tenders by partnership firm must be furnished with the full names and address of all partners and
be signed by one of the members the partnership or by a legally authorized representative holding
power of attorney followed by signature and designation of the person of person signing.
Tenders by corporations/company must be signed with the legal name of the corporation companies
by the president or by the secretary or other person or person legally authorised to bind the
corporation/company in the matter.
IT . 11 TENDER VALIDITY PERIOD
The validity period of the tender submitted for this work shall be of 120 calendar days After
Last date of Tender Submission and that the tenderer shall not be allowed to withdraw or modify
the tender offer on his own during the validity period. The tenderer will not be allowed to withdraw
the tender or make any modification or addition in the terms and conditions on his own tender. If this
is done then the owner shall, without prejudice to any other right or remedy, by at liberty to reject the
tender and forfeit the earnest money deposit in full.
IT. 12 GENERAL PERFORMANCE DATA
Tenderers shall present all information which sought for in the tender document in form of
various schedules. Tenders may not be considered if every Blank and the Schedule are not properly
filled in before submission of the tender.
IT.13 SIGNING OF 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 proprietary firm, it shall be signed by the proprietor above his name
and name of his firm with his current address.
If the 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 tender. A certified copy
of the partnership deed, current address of all partners of the firm shall also accompany the tender.
If the tender is made by limited company or a limited corporation, it shall be submitted duly
signed by an authorized person holding the power of attorney, & shall accompany the tender. Such
limited company or corporation may be required to furnish satisfactory evidence of its existence
before the contract is awarded.
All witness and sureties shall be persons of status and probity and their full names,
occupations and address shall be stated below their signature. All signatures in the tender document
shall be dated.
IT. 14 WITHDRAWL OF TENDERS
If during Tender validity period, the tenderer withdraws his tender, the tender security
(Earnest Money Deposit) shall be forfeited.
IT .15 INTERPRETATIONS OF TENDER DOCUMENTS
Tenderer shall carefully examine the 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. Should a
tendered find errors, omissions or discrepancies from the specifications or other documents or should
be in doubt as to their meaning, he should at once address query to the Executive Engineer, zoo
Department VMC. The correct interpretation of the same will be issued to all tenderers as addendum.
IT .16 ERRORS AND DISCREPANCIES IN TENDERS
IN CASE OF CONFLICT BETWEEN THE FIGURES AND WORDS IN THE RATES THE
RATE EXPRESSED IN WORDS SHALL BE CONSIDERED.
IT. 17 MODIFICATION OF DOCUMENTS
Modification of specifications and extension of the closing date of the tender, if required will
be made by an addendum. Copies of each addendum will be sent to all tenderers. These shall be
signed and shall form a part of tender. The tenderer 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.
IT. 18 ADDENDUM
Addendum shall form part of the contract documents. The full consideration shall be
given to all Addenda in the preparation of tender. Tenderers shall verify the number of
Addendum issued, if any and acknowledge the receipt of all addenda (i.e. before 48 hrs. of last
date for tender on web-site) in the tender failure to so acknowledge may cause the tender to be
The Owner or the in charge may issue Addenda to advise tenderers of changed requirements.
Such addendum may modify previously issued addendum.
IT .19 G.S.T. / TAX AND DUTIES ON MATERIALS
All charge on account of G.S.T., Govt. duties, Tax etc. on material procured for the works
from any source shall be borne by the contractors.
IT. 20 EVALUATIONS OF TENDERS
In comparing tenders, the VMC shall consider factors such as the time of completion,
efficiency and reliability of construction method proposed, compliance with the specification, relative
quality, the operation, maintenance and replacement cost of structure and plant and also the qualifying
criteria for the evaluation of tenders. The price bids of only those tenderers who are pre / post qualified
will be opened in the presence of the contractors.
IT .21 TIME REQUIRED FOR COMPLETION
The completion period / time limit mentioned in this schedule is to be reckoned from the
date of issue of work order to the date by which physical completion of the work take place. The
completion period / time shall be in accordance with the calendar months.
IT .22 POLICY FOR TENDER UNDER CONSIDERATION
Tender shall be termed to be under consideration from the opening of the tender until such
time any official announcement or award is made. While tenders are under consideration, tenderers and
their representative or other interested parties are advice to refrain from contracting by any
corporation personnel or representative on matters related to the tenders under study. The VMC
representative, if necessary, will obtain clarification on tenders by requesting such information from
any or all the tenderers, either in writing or through personal contacts may be necessary. The tender
will not be permitted to change the substance of his tender after tenders have been opened. This
includes any post tender price revision. Noncompliance with his provision shall make the tender liable
IT .23 PRICES AND PAYMENTS
The tenderer must understand clearly that the prices quoted are for the total works or the part
of the total works quoted for inclusive of all costs of materials, labour, equipment, supervision, other
services, royalties. etc. and also Exclusive of G.S.T., Govt. duties etc. No claim for payment beyond
the prices quoted for will be entertained. The tenderer will not be entitled subsequently to make any
claim on any ground.
IT .24 PAYMENT TERM
The terms of payment are defined in the General Condition of Contract. The VMC shall not
under any circumstances relax these terms of payment and will not consider any alternative payment
terms. Tenderers should therefore in their own interest note this provision to avoid rejection of their
Award of the contract or the rejection or tenders will be made within the tender validity period stated
in the notice inviting tenders.
Time limit of work will commence from the date of issue of work order
If tenderer receiving the notice of award fails or refuses to execute the contract Agreement
within the stated time limit or refuse to furnish the Bond as required herein, the owner may annual
his award and declare the tender security forfeited and will take action as deemed fit.
A corporation, partnership firm or other consortium acting as the Tenderer and receiving the
award shall furnish evidence of its existence and evidence that the officer signing the contract
agreement and Bonds for VMC, partnership firm or other consortium acting as the Tenderer is duly
authorized to do so.
IT.26 SIGNING OF CONTRACT
The successful tenderer shall be required to execute the contract agreement within 15 days of
receipt of intimation to execute the contract, failing which the VMC will be entitled to annual the
award and forfeit the Earnest Money Deposit. The person to sign the contract document shall be as
per VMC’s policy.
IT.27 DISQUALIFICATION
Even though the bidders meet the above qualifying criteria, they are subject to be
disqualified if they have,
a. Made misleading or false representations in the forms, statements, affidavits
and attachments submitted in proof of the qualification requirements; and/or
b. Record of poor performance such as abandoning the works, not properly
completing the contract, inordinate delays in completion, litigation history, or
financial failures etc. or debarring from VMC work etc.
c. Tampered the bid document in any manner.
d. Colluded with other prospective bidders for this work to arrive at quoted prices
for the purpose of restricting competition.
e. Indulged in inducement of any official of VMC and/or their consulting engineer
and other advisors in any manner whatsoever.
f. Not submitted anti-black listing affidavit stating that bidder is not black listed
by any State, Central, and Local Government Authority also any other
litigation history with all details.
g. Proposal not submitted in accordance with this tender.
h. During validity of the proposal, or its extended period, if any, the bidder
changes his commercial terms.
i. The bidder qualifies the proposal with his own conditions.
j. Proposal is received in incomplete form or without signature.
k. Proposal is received after due date and time.
l. Proposal is not accompanied by all requisite documents
m. Commercial proposal is enclosed with the same envelope as technical
n. The envelope does not show on the outside the reference of bid and thus
gets opened before the due date of opening.
o. The E.M.D. is not deposited in full and in the manner as specified in the
clause of Earnest Money Deposit.
p. The tender is in a language other than English or dose not contains its English
Translation in case of other language adopted for tender preparation.
q. The tender documents received are not duly signed by authorized person.
r. The validity of tender is less than what is stated in the tender.
s. Any of the page or pages of tender is/are removed or replaced.
t. Any condition which affects the cost.
u. If it is joint venture.
v. Each bidder shall submit only one bid per contract package either by himself.
A bidder who submits or participates in more than one bid for a contract
package will be disqualified.
IT.28 PERFORMANCE GUARANTEE & SECURITY DEPOSIT
As a contract security the tenderer to whom the award is made shall furnish a security
deposit & performance guarantee each (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 condition and terms specified herein and to the satisfaction of the
Engineers-in charge and ensuring the discharge of all obligations arising from the execution of
contract in one of the forms mentioned below.
a)In form of Demand draft of approved nationalized Bank as per Annexure – I in favor of the
Municipal Commissioner VMC amount of 5% of the Contract value as per E-l form format.
b) In form of B.G. of any nationalized bank as per Annexure – I of amount of 5% of contract
The performance guarantee shall be delivered to the VMC before Fifteen (15) days of the
completion of work under contract or as instructed by the Engineer -in-charge.
On satisfactory completion of the defect liability period in all respect, the performance
guarantee will be returned to the contractor without any interest after the defect liability period.
IT.29 STAMP DUTY
The successful tendered shall have to enter into an agreement on a non-judicial stamp paper
as per the form of the agreement approved by the VMC. The cost of stamp paper and adhesive
stamp shall be borne by the contractor.
IT .30 BRAND NAMES
Specific reference in the specification 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 tendered in such cases, may at his option freely use only other product,
provided that it ensures an equal of higher quality than standard mentioned and meets VMC
IT. 31 NON-TRANSFERABLE
Tender documents are not Transferable.
IT .32 COST OF TENDERING
The owner will not defray expense incurred by tenderers in tendering.
IT.33 EFFECT OF TENDER
The tender shall remain Valid for a period of 120 calendar days After Last date of Tender
Submission for this work and that the tenderer shall not be allowed to withdraw or modify the offer
in his own during the period. If any tenderer withdraws or makes any modifications or additions in
the terms and conditions of his own tender, then the VMC shall without prejudice to any other right
or remedy, be liberty to reject the tender and forfeit the earnest money in full.
IT .34 CHANGES IN QUANTITY OR QUALIFYING CRETERIA:
VMC reserves the right to waive any qualifying criteria or information in any tender as special
case and to reject one or all tenders without assigning any reasons for such rejection and also to vary
the quantities of items or group or quantum of work as specified in the schedule of prices as may be
necessary in the interest of public work a large for which no any claim shall be entertained.
IT .35 NEW EQUIPMENT AND MATERIAL
All materials, equipment and spare parts thereof shall be new, unused and originally coming
from manufacturer's plant to the VMC. The rebuilt or overhauled equipment/materials will not be
allowed to be used on works
IT.36 RIGHTS RESERVED
The owner reserves the right to reject any or all tenders, to waive any informality or
irregularity in any tender without assigning any' reason. The owner further reserves the right to withhold
issue of work order even after agreement and no payment will be made to the successful tenderer on
account of such withholding. The owner is not obliged to give reasons for any such action
Municipal Commissioner Reserves right to increase / decrease the scope of work & also split
the tender in two or more contracts without assigning any reason even after the work is awarded.
IT .38 MOBILIZATION ADVANCE
No Mobilization Advance or advance on Machinery will be given.
The scope of work is clearly mentioned in the tender documents. The contractor shall have
to carry out the work in accordance with the details specifications. No condition will be accepted. The
conditional tender will liable to be rejected.
The contractor will have to construct shelter for storing valuable materials like cement etc.
The contractor shall arrange for construct, maintain and afterwards remove and reinstate any
temporary access required for and in connection with the execution at the work at his own cost.
Reinstatement shall include restoring the area of the access route to at least the degree of safety
stability drainage & appearance that existed before the contractor entered the site.
In the event of any discrepancy the following order or precedence should apply
(a) Dimension & quantity
(1) Tender form
(3) Specification
On drawing; figures dimension unless previously incorrect will be followed in preference to select
(b) Description
(1) Tender form
(3) Specification
In case of defective description as ambiguities, due Engineer in-charge should issue further
instruction and direction in what manners the work is to be carried out. The contractor should further
within comply with such instruction.
Irrelevant mistakes, discrepancies or errors made through over sight leading to
misunderstandings may be got corrected properly by the Executive Engineer.
The contractor shall take no advantage of any apparent error or omission in drawing as
description or specification. The Engineer-in-charge shall make such correction as may be necessary
to fulfill intent of specification plan.
Proper procedure shall have to be taken by contractor at all the time during the progress of
the work, failing which the contractors shall be held responsible for all damages to the work under
execution or to any property or to lives of persons during the work in progress and also during the
defect liability period.
All work shall be measured by standard method according to rules & customs of VMC. The
engineer-in-charge decisions to what is usual method in use will be final.
Tender once accepted shall be binding on the contractor even if the formal agreement is not
signed / executed.
The contractor shall have to give in writing the date of completion of work within a
fortnight from date of work completed by him otherwise the date noted on record by department
shall be reckoned as final & no excuse as representation in that behalf shall be granted at later date.
IT –46 Specimen signature of contractor will be cross checked whenever contractor receives
payment in account section of VMC OR in case of representative of contractor receives payment
along with letter of authority of contractor who sign an agreement.
The details / contents / information mentioned in the tender document may be read
as final binding on the contractors. Any difference found in Form B-1 in regards to these
related items may be treated as cancelled
Contractor should make arrangement to cordon the construction site by way of
proper supports and barricades at his own cost and risk as per the direction of EIC.
Contractor should provide safety net and should take sufficient precaution for the
safety of their staff & labor, VMC’s staff, student, TPI’s staff and Consultant’s staff at his
own cost and risk.
IT 54 Valuation of Variations
a.) The basis for the valuation of variations for addition to the Contract Price shall be as follows in
the same order of priority.
b.) Contract unit rates for individual items shall apply to varied quantities where there is a quantity
c.) In case of other non-tender items following procedure shall apply.
If any extra item crops up during the progress of work the same shall be carried out by the
Contractor and he shall be paid at the rate fixed by Executive Engineer which shall be fixed as of
the rates derived by rate analysis based on the following three methods.
(i) Based on approved BOQ item rates of Govt. SOR 2024-25 plus or minus contractor’s
tender premium or rebate as the case may be.
(ii) Based on prevailing Govt. of Gujarat’s SOR rates.
(iii) Rate analysis based on current market rates. This shall be based on
• The material costs, the labour costs, the cost of use of all plant, machinery and equipment, the
cost of all temporary and incidental works, the overheads and the Contractors profit.
• For Market rate analysis, the overheads shall be taken at 5 % of the sum of material costs, the
labour costs, and the cost of use of all plant, machinery and equipment, the cost of all
temporary and incidental works.
• For Market rate analysis, the Contractors profit shall be taken at 10 % of the sum of material
costs, the labour costs, the cost of use of all plant, machinery and equipment, the cost of all
temporary and incidental works, the overheads.
e.) The Engineer shall determine provisional rates and prices to enable on account payments to be
included in the Interim Payment Certificates, until rates and prices are agreed as final by the
Employer, the Contractor and the Engineer.
f.) The Contractor shall not be entitled to additional payment for costs, which could have been
avoided by giving early warning.
Signature/Stamp of Contractor Executive Engineer, (Sri Sayajibaug Zoo)
Vadodara Municipal Corporation
VADODARA MUNICIPAL CORPORATION
Tender form B-1
FORM B-1 OF GUJARAT STATE ROADS AND BUILDING DEPARTMENT /
WATER RESOURCES DEPARTMENT may be referred. (only English version)
Note binding on the contractors
01. The terms and conditions of contract mentioned in the Clause no 1 to 77 of Form B-1
of Gujarat State Road and Building Department / Water Resources Department shall
be applicable. Binding on the contractors unless specifically mentioned about it
hereunder in clause no.15 to
02. Please read “Vadodara Municipal Corporation “instead of “Government / Government of
Gujarat “wherever written.
03. Please read “Vadodara Municipal Corporation “instead of “Government of Gujarat State
Public Works Department/Public Works Department/ Government “wherever written.
04. Please read “Executive Engineer" instead of “Superintending Engineer “or City Engineer
wherever written.
05. “Vadodara Municipal Corporation “herein called as “VMC “
06. “Governor for the state of Gujarat “shall be read as “Municipal Commissioner / Vadodara
Municipal Corporation”
07. The contents / details / information mentioned in the relevant point under the heading
08. The contents / details / information mentioned in the relevant point under the
heading “NOTICE INVITING TENDERS” may be read as under-
Point No 1 may be read as: Tenders are invited by Municipal Commissioner ,VMC for the
work of DEVELOPMENT OF REPTILE HOUSE AT SRI SAYAJI BAUG ZOO AT
VADODARA. (FOURTH TRIAL)
Point No.3 : The class of contractor shall be as per Memorandum of Works in Brief.
▪ The Cl. No. 14.2, 21, 38, 60, 69, 73, 74, 75 shall be read as deleted.
09. The contents / details / information mentioned in the relevant point under the
heading “ADDITIONAL INSTRUCTIONS TO PERSONS TENDERING”
shall be read as under-
▪ Point No .2.1 may be read as per the details mentioned in the tender notice
10. DECLARATION FORM & DECLARATION CERTIFICATE are given separately
in Tender Document and it shall be applicable.
11. TENDER FOR WORKS to be read as given in tender documents / Tender Form.
12. MEMORANDUM to be read as per the details given in tender notice
13. The contents / details / information mentioned in the following CLAUSE under the
heading “TERMS AND CONDITION OF CONTRACT” shall be read as under-
• Point no.1 may be read as “All works proposed to be executed by the contractor shall be
notified in tender documents placed on VMC’s web site – www.VMC.Gov.in ”
• Point no. 4&8 may be read as deleted and to be read as per details in tender documents.
13. TENDER FOR WORKS to be read as given in tender documents / Summary of Price
MEMORANDUM to be read as per the details given in tender notice
The contents / details / information mentioned in the following CLAUSE under the
heading “TERMS AND CONDITION OF CONTRACT” may be read as under-
• Clause 1: Security Deposit: to be read as per the details given separately in the tender documents.
• Clause2:Liquidated Damages fordelay:
75, & 77 may be read as deleted in the form B-1.
CLA USE 30 and CLAUSE 60 may be read as under:
CLAUSE 30: DISPUTE TO BE REFERRED TO TRIBUNAL:
DISPUTE TO BE REFERRED TO ARBITRATOR.
(1) The disputes relating to this contract, so far as they relate to any of the following
matters, whether such disputes arise during the progress of the work or after the
completion or abandonment thereof, shall be referred an independent Arbitrator
appointed by VMC as far possible in consultation with the agency if it is necessary
and such disputes shall be settled in accordance with the arbitration and conciliation
(i) The rates of payment under clause 5 for any tools, materials and stores, in or
upon the works of the site thereof or belonging to the contractor or procured
by him and intended to be used for execution of the work or any part thereof
possession of which may have been taken by the Engineer-in-charge under
the said clause –5.
(ii) The reduction in rates made by the Engineer-in-charge under clause 9 from
the items of works not accepted as completed fully in accordance with the
sanctioned specifications.
(iii) The rate of part of payment for any class of work which is included in the
additional or altered work carried out by the contractor in accordance with the
instructions of the Engineer-in-charge under clause 14 and the rates for which
is to be determined under the said clause
(iv) The rates of payment for materials already purchased or agreed to be
purchased by the contractor before receipt of notice given by the Engineer-in-
charge under clause 15 and/or amount of compensation payable to the
contractor under the said clause for loss in respect of such materials.
(v) The amount of compensation which the contractor shall be liable to pay under
clause 17 in the event of this failure to rectify, remove or reconstruct the work
within the period specified in the written intimation or the amount of expenses
incurred by the Engineer-in-charge under the said clause17 in rectifying,
removing or re-executing the work or in removing and replacing the materials
or articles complained of.
(vi) The reduction of rates as may be fixed by the Engineer-in-charge under clause
17 for the inferior work or materials as accepted or made use of.
(vii) The amount of compensation payable by the contractor for damages as
estimates and assessed under clause
(viii) The amount payable to the contractor for the work carried out under clause
in accordance with the instructions and the requirement of the Engineer-in-
charge in case where there are no specifications.
2. The awards declared by the arbitrator shall be speaking award giving reasons and
calculations to every item of claims. The decision will have to be implemented by all the
3. In case of dispute leading to the contractor or Vadodara Municipal Corporation
approaching on Court of Law. It shall be within the jurisdiction where the site of work is
The reference to arbitration proceeding under this clause shall not:
i) Entitle the contractor to stop the Affect the right of the Engineer-in-charge under
clause 5 to take possession of all or any tools, plants, materials and stores in or upon
the works of 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.
ii) Preclude the Engineer-in-charge from utilizing the materials purchased by the
contractor in any work or from removing such materials to other places, during the
period the work is stopped or suspended in pursuance, of notice given to the
contractor under clause
iii) Progress of the work or the carrying out the additional or altered work in accordance
with the provisions of clause 14 or as the case may be, of clause
Seal and Signature of the Bidder
Date: Executive Engineer, (Sri Sayajibaug Zoo)
Vadodara Municipal Corporation)
VADODARA MUNICIPAL CORPORATION
FORM OF BID AND APPENDIX TO BID
FORM 1 - BID SECURITY (BANK GUARANTEE)
(Hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance
with the term and conditions of tender for the work
1. Therefore. We hereby affirm that -we are guarantors on behalf of the Tenderer up to total
rupees………………..(in words............................................) Rs. (in figures) and we
undertake to pay to Municipal Commissioner, VADODARA MUNICIPAL
CORPORATION, Vadodara. Specified tip to his first written demand, without demur
without delay and without the necessary of a previous of judicial or administrative procedures
and without the necessity of a previous of judicial or administrative procedures and without
the necessity to prove to the Bank the defects or short comings or debits of the contractor any
2. We further agree that the Guarantee herein contemned shall remain in full force and effect
during the period that would be taken for the acceptance of tender. However, unless a demand
of claim under this guarantee is made on its in writing on or before the (Date to be specified
will not be less than 120 days from the stipulated date of receiving the tender) we shall be
discharge from all liabilities under the guarantee thereafter
3. We undertake not to revoke the guarantee during it currency except with the previous
consent of the Municipal Commissioner, VADODARA MUNICIPAL CORPORATION,
Vadodara in writing.
4. We lastly undertake not to revoke the guarantee for any charge in constitution of the
Tenderer or of the Bank.
Signature & Seal of Guarantor...........................
5. The contractors shall have to furnish income tax clearance certificate before his tender is
accepted and intimate assessment number and ward under which he is assessed.
6. Copies of certificate as regards previous experience, if any, must accompany the tender.
7. List of approved banks -. As per Annexure-1.
Seal and Signature of the Bidder Executive Engineer (Zoo Department)
FORM -2 PERFORMANCE GUARANTEE BOND
(BANK GUARANTEE)
(Clause 37 of Section I Volume 1)
Awarded a contract dated_ __________________for the
DEVELOPMENT OF REPTILE HOUSE AT SRI SAYAJIBAUG ZOO, VADODARA
(FOURTH TRIAL) as specified in the tender by the VADODARA MUNICIPAL
Whereas the said M/s __________________________________________has approached
PERFORMANCE GUARANTES BOND to the VMC for the work undertakes by M/s.
________________________ and Whereas. We, the
_____________________________Bank have agreed to provided such a PERFORMANCE
GUARANTEE BOND. Now therefore, we the_ ______________________Bank provided
the following Performance Bank, Guarantee by way of these Bond to the VMC.
1. The contract value of the contract provided to M/s. _____________________by the VMC
in Rs. _ __________. This guarantee in the nature of PERFORMANCE GUARANTEE is
provided so as to ensure and indemnify the VMC for full and proper performance of the
contract by M/s.______________________
the _______________________________Bank hereby indemnify the VMC for all losses
and / or damages to the New Construction which would be Rectify by
M/s.________________________ and such PERFORMACE GUARANTEE would include
any damage to the New Construction because of defective products, poor workmanship, or
at all, by way of this bond, we the _________________________________Bank agree and
promises that in the eventuality of the contractors M/s.
__________________________________________not repairing or remedying the Problem,
loss or damage to the New Construction we shall indemnify and pay the VMC such expenses,
losses and damages that may be incurred by the VMC, as a result of the VMC getting the
work done itself or from the other source.
2. We _______________________________ Bank agree and understand that the decision as
to whether any losses or damages to the project have taken place or not and / or whether the
work suffers from poor workmanship or not will be taken by the Commissioner of VMC and
on the Commissioner's decision regarding such losses or damages or defect whatsoever being
so notified by the VMC to us, We shall immediately take steps and ensure that
M/s.__________________________________ faithfully and diligently carry out the
necessary remedial steps to the full satisfaction of the Commissioner of the VMC. The
opinion of the Commissioner as to whether full and complete remedial steps, to the full
satisfaction the Commissioner of the VMC has been taken or not, will be that of the VMC.
For the purpose, of arriving at such decision as aforesaid it will be open to the Commissioner
of the VMC in case he so desires, to delegate this power to subordinate like the Executive
Engineer to take appreciate decision and the decisions referred to above will be deemed to
be properly take and as if taken by the Commissioner of the VMC. In the eventually of
M/s.______________ not taking remedial action to the almost satisfaction of the
Commissioner of VMC. The VMC will be entitled to get the work done itself or from sources.
On the Commissioner of the VMC notifying to us the total expenses incurred for this purpose.
We hereby expressly have under taken to pay the VMC the said amount forth with and in any
case not less than 7 days from taken to pay the VMC the said binding the amount indicted by
the Commissioner of the VMC and our obligation to pay such amount will be continuing of
the VMC and our obligation irrespective of any dispute of differences that may arise between
us and M/s. _____________________________ of between the VMC and M/s.
3. The contract value is Rs. __________________________. This PERFORMANCE
GURANTEE is limited to 3% of the said contract value and accordingly it comes to Rs.
_______________________ our liability will be in all cases be limited to
4. We agree and undertake that this PERFORMANCE GURANTEE will be valid for a period
of Twelve month from the date when the contract work is completed by the
M/s._____________________________________. The Commissioner of the VMC notify
such completion that to us. In case, no such completion it is notified, this performance
guarantee will be a valid for ____MONTH from the date of execution of this agreement.
The Performance Guarantee will come into effect from such completion date. In case
however, the contract of several parts it will be opened to the Commissioner to indicate
separate completion dates for separate part and to simultaneously indicate a break up of the
contract value equivalent to the separate part. In which case the PERFORMANCE
GUARNATEE to extent of the different completion dates. It is expressly understood that the
considering this period of ____MONTH, the date by which the Corporation, intimate the
Bank about the losses, damages or problems as the case may be, shall be considered as long
as such intimation is within a period of Twelve month from the completion date. We the
___________________ Bank will be liable, irrespective of whether the remedial actions or
lack thereof has taken place after the period of the ____MONTH.
5. We _________________________________ Bank agree that the PERFORMANCE
GUARANTEE which is continuing guarantee will be binding, and enforceable against us
irrespective of any difference / disputes between the VMC and M/s.
and irrespective of any change or variation or execution time or any forbearance or waiver
made or grant by the VMC to M/s.___________________________________.
6. In case any disputes arise as to the interpretation or implementation or implementation of
this PERFORMANCE GUARANTEE, the matter shall be referred to the sole arbitration of
the Commissioner of VMC whose decision in the matter will be final. In case any resource
to any court of law is necessitated, the appropriate Civil Court in the VADODARA along
will have Jurisdiction.
Date: Signature of Contractor
FORM 3 - FORM OF AGREEMENT
THIS AGREEMENT made the ____ day of _______, 200_ between VADODARA
Municipal Corporation ………………..(here in after called “the Employer”) of the one part
__________________________ (here in after called “the Contractor”) of the other part.
WHEREAS the Employer is desirous that certain works should be executed by the
____________________________________________ and has accepted the bid by the
contractor for the execution and completion of such works and the remedying of any defects
therein at a contract price of Rs.______________ (Rupees _________________
NOW THIS AGREEMENT WITNESSETH as follows:
1. In this Agreement, words and expressions shall have the same meanings as are respectively
assigned to them in the Conditions of Contract hereinafter referred to.
2. The following documents shall be deemed to form and be read and construed as part of
this Agreement, viz.:
a) the Letter of Acceptance;
b) the General Conditions
c) The Financial Condition
d) the Technical Specifications;
e) the Priced Bill of Quantities; and
f) other documents forming part of the contract.
3. In consideration of the payments to be made by the Employer to the Contractor as here in
after mentioned, the Contractor hereby covenants with the Employer to execute and complete
the Works and remedy any defects therein in conformity in all respects with the provisions
of the Contract.
4. The Employer hereby covenants to pay the Contractor in consideration of the execution
and completion of the Works and the remedying of defects therein the Contract Price or such
other sum as may become payable under the provisions of the Contract at the times and in
the manner prescribed by the Contract. IN WITNESS whereof the parties hereto have caused
this Agreement to be executed the day and year first before written.
Signed, sealed, and delivered by the said Employer and the Contractor in the presence
On behalf of VADODARA MUNICIPAL On behalf of M/s.
Binding Signature of the Employer :
Binding Signature of the Contractor :
Sample Form for updating - qualification information
VADODARA MUNICIPAL CORPORATION
GENERAL CONDITION
1. Contractor shall produce the relevant registration certificate of VMC / State Govt /Central
2. Contractor shall register the work to labour commissioner as per labour act.
3. Contractor shall not sub-let the work without permission of the authority
4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at
different sites simultaneously. Contractor's having labour force available during festivals
shall only apply. Contractor cannot stop the work due to on Un availably of labor force.
5. Price escalation for Cement & T.M.T. steel shall be Not Applicable.
6. No Advance payment / machinery advance will be paid.
7. Payment of running bill will be made as per recent V.M.C. policy in force.
8. No extra payment will be made due to increase of central / state Govt. Taxes.
9. If the work is not completed within time limit the penalty will be recovered from immediate
bills of contractors.
10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then
contractor shall not claim for any extra rate for non-execution of such item, partly/fully.
11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as
directed"/approved" by the Engineer-in-charge.
12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken
to mean as a reference to the latest edition of the same in force on the date of agreement.
13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of
specific mention of a particular point or aspect, the provisions on these particular points, or
aspects in the relevant Indian Standards shall be referred to.
14. All measurements and computations, unless otherwise specified, shall be carried out nearest
to the following limits:
(i) Length, width and depth (height)------- 0.01 Meter.
(ii) Areas -----0.01 Sq. Mt.
(iii) Cubic Contents ------0.01 Cu.Mt.
15. The distance, which constitutes lead, shall be determined along the shortest practical route
and not necessarily the route actually taken. The decision of the Engineer-in-charge in this
regard shall be taken as final.
16. Where no lead is specified, it shall mean "all leads"
17. Lift shall be measured from plinth level.
18. Definite particulars covered in the items of work, though not mentioned or elucidated in it,
specifications shall be deemed to be included there in.
19. Reference to specifications of materials as made in the detailed specification of the items of
work is in the form of a designation containing the number of the specification of the material
and prefix 'M' e.g. 'M-5'.
20. Approval to the samples of various materials given by the Engineer-in-charge shall not
absolve the contractor from the responsibility of replacing defective material brought on site
or materials used in the work found defective at a later date.
21. The contract rate of the item of work shall be for the work completed in all respects.
22. No collection of materials shall be made before it is got approved from the Engineer-in-
23. Collection of approved materials shall be done at site of work in a systematic manner.
Materials shall be stone at site of work in a systematic manner. Materials shall be stored in
such a manner as to prevent damage, deterioration or intrusion of foreign matter and to-ensure
the preservation of their quality and fitness for the work.
24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed
from the site of work within 24 hours.
25. No materials shall be stored prior to, during and after execution shall be kept in sufficient
numbers and in good working condition on the site of the work.
26. All works shall be carried out in workmanlike manners per the best techniques for the
particular item.
27. All tools, templates, machinery and equipment for correct execution of the work as well as
for checking lines, levels, alignment of the works during execution shall be kept in sufficient
numbers and in good working condition on the site of the work.
28. The mode, procedure and manner of execution shall be such that it does not cause damage or
over loading of the various components of the structure during execution or after completion
of the structure.
29. All necessary safety measures and precaution (including those laid down in the various
relevant Indian Standards) shall be taken to ensure the safety of men, materials and machinery
on the works as also of the work itself.
30. Contractor will have all types of report register which given below,
a) Progress register
b) Cement & steel register
c) Daily work register
31. Contractor has to put on site Notice board showing Information of Work as per City
Engg. Circular No.7 (4-2-2013)
Seal and Signature of the Bidder Executive Engineer, (Zoo Department)
Vadodara Municipal Corporation
10. Information / Details to be submitted by the Tenderers
In the Performa mentioned under Statement no 1 to
I/We hereby declared that I/We am/are not partner(s) blacklisted or connected with firm blacklisted
in any states, CPWD / MES / Railways or any Government, Semi-Government or Private body. In
case of Non Register With VMC, The Bidder has to get register after receiving work
At present I/We am/are registered as approved contractor (s), firms in any state, CPWD /
MES / Railways.
We, the partners/owners 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 Vadodara Urban Development Authority as a
result of out abandoning the works entrusted to us.
I / We further declare that my / our near relatives are not working in VMC as an Addl.
C.E., Dy. C.E., A.C.E., A.E., T.S. as on today.
Signature/Stamp of Contractor Executive Engineer, (Zoo Department)
Vadodara Municipal Corporation
APPLICABILITY OF PROVIDENT FUND AND MISCELLANEOUS PROVISIONS
Successful bidder i.e. the agency whose tender is accepted by the VMC 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 VMC to the contractor in any circumstances.
A certificate to the above effect has to be given by the contractor as under.
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 __________________ with
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.
Signature/Stamp of Contractor Executive Engineer, (Zoo Department)
Vadodara Municipal Corporation
STATEMENT NO. –3
CURRICULAM VITAE
Details of person
3. Qualifications
4. Experience in Project Related field
5. Other experiences
6. Employment Record.
Sr.No. Period Organization Status /position in
From - To under which the organization
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. Site in charge
Signature/Stamp of Contractor Executive Engineer, (Zoo Department)
Vadodara Municipal Corporation
INFORMATION REGARDING FINANCIAL CAPACITY OF THE CONTRACTORS.
Sr. No. Details Amount (Rs. in Lacs) Remarks
1. Solvency . A Banker’s Certificate
May please be attached.
2. Annual Turnover
for the last three
3. Price of biggest
Signature/Stamp of Contractor Executive Engineer, (Zoo Department)
Vadodara Municipal Corporation
STATEMENT NO. – 4/A
BIDDER’S FINANCIAL CAPACITY
Sr. No. Financial Year Annual Turnover in Net worth Net Cash
Engineering Project Rs. Rs.
1) Figures to be taken from audited balance sheets.
2) Copies of the balance sheet to be attached.
3) Separate sheets should be provided for each member of the consortium.
4) The bidder shall have to provide that for a period of at least 4 months the bidder has
ability to sustain negative cash balance and how he proposes to meet with the same.
5) Cash Plan / Cash flow Statement.
Signature/Stamp of Contractor Executive Engineer, (Zoo Department)
Vadodara Municipal Corporation
AVAILABLE BID- CAPACITY
executed in Rs.
The available bid capacity will be worked out as follows. Available bid capacity = (A x N x
A= Average value of Civil engineering works executed of last five years ending 31-03-2025
B= Value at 31-03-2025, Price level of existing commitments and ongoing works to be
completed during the next two years.
N= Number of years prescribed for completion of the works for which the bids are invited.
The statement showing the value of existing contracts and commitments and ongoing works as well
as stipulated period of completion remaining for each of the works listed should be countersigned
by the engineer-in-charge.
Signature/Stamp of Contractor Executive Engineer, (Zoo Department)
Vadodara Municipal Corporation
STA TEMENT NO. –
L I S T OF B U I L D I N G WORKS
COMPLETED DURING THE LAST SEVEN YEARS.
contact Total of Date of
Sr. Year of Name Date of
person of cost work Actual
No. Construct- of starting
the project, of the done completion
ion work Project work
address, work Rs. of work
Note: Certificate from the owners in support of above works may be enclosed with this statement.
Signature/Stamp of Contractor Executive Engineer (Zoo Department)
Vadodara Municipal Corporation
STATEMENT NO. – 5/A
DETAILS OF ONGOING PROJECT AS ON 31-03-2025
Sr. Name of Value of Start date Likely date of Name, address,
No project remaining work completion telephone, fax
on 31.03.2025 no. of project
Rs. in lakhs. authority and
contact person.
Signature/Stamp of Contractor Executive Engineer, (Zoo Department)
Vadodara Municipal Corporation
CONTRACT LOST BY PARTY EVEN WHEN CONTRACTOR’S PRICE IS LOWEST (IN INDIA)
Sr. Details of Project Actual contract Period Reasons for rejection by the Name,
No. (start date– end date) Remarks address,
known to the bidder on his rejection phone
Signature/Stamp of Contractor Executive Engineer, (Zoo Department)
Vadodara Municipal Corporation
STATEMENT NO. –
DETAILS OF PROJECTS UNDER LITIGATION / ARBITRATION
Sr. Name of Value of the Reasons for
No. Project Location Project Rs. litigation/arbitration
Note: The bidder shall furnish separate table for individual project.
Signature/Stamp of Contractor Executive Engineer, (Zoo Department)
Vadodara Municipal Corporation
STATEMENT NO.-8
DETAILS OF PLANT & MACHINERY TO BE DEPLOYED ON THIS WORK
Name of the contractor/company ____________________________________________
Sr. Name of Nos. Nos. proposed Present Present value
No plants/machinery available to be location of plant/
(With make deployed for machineries
& year) this project
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
Signature/Stamp of Contractor Executive Engineer, (Zoo Department)
Vadodara Municipal Corporation
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.
Sr. No. Components
2. Construction equipment availability and plan
3. PERT / Construction chart / Bar chart.
4 Manpower Resource
Signature/Stamp of Contractor Executive Engineer, (Zoo Department)
Vadodara Municipal Corporation
Format of Memorandum of Understanding (MOU) between
Successful Bidder & S p e c i a l i z e d / e x p e r t f o r e i g n
firm/organization/company
(The MoU Shall be on Non-Judicial Stamp Paper of Rs.500/- duly Attested by
Public Notary, Gujarat.)
This Memorandum of Understanding (MoU) entered into this day of -2025
M/s……………………………… (Name of the tenderer) and having office
at……………………………………India hereinafter referred as Party of the First
M/s……………………………… (Name of the Specialized/expert foreign
firm/organization/company) and having office at……………………………………
India/Abroad hereinafter referred as Party of the Second Part
The parties are individually referred to as Party and collectively as Parties.
WHEREAS Vadodara Municipal Corporation (VMC), KHANDERAO MARKET BUILDING, VADODARA, has
invited Tenders from Bidders for “Proposed development of Reptile House at Sri
Sayajibaug Zoo Vadodara
AND WHEREAS the VMC has included a clause No.22 of section “Special
Condition” at pg.10 in the tender document regarding the MOU to be entered
by the tenderer with the Specialized/expert foreign
f i r m / o r g a n i z a t i o n / c o m p a n y for various services to be extended by them for
the execution of subject project. The S p e c i a l i z e d / e x p e r t f o r e i g n
f i r m / o r g a n i z a t i o n / c o m p a n y shall be an expert in Supply Installation
Testing & Commissioning of Acrylic Panels having adequate relevant
experience and of proven capability.
Therefore I / We, the Party at First Part (i.e tenderer) and party at
Second Party (i.e. Specialized/expert foreign
firm/organization/company) do hereby agree to extend following
services for “Proposed development of Reptile House.”
as per terms &conditions mutually agreed by first part (tenderer) &
second part (i.e. S p e c i a l i z e d / e x p e r t f o r e i g n f i r m / o r g a n i z a t i o n / c o m p a n y )
1. SITC of Acrylic panels for subject work including but not limited to
thermoforming, bending, annealing (as required), loading & unloading,
material handling, installation into concrete rebate/frame, application
of sealant material, hydrotesting of acrylic panels etc.
2. Providing all machineries, tools & tackles required for successful execution
3. Submitting manufacturer guarantee towards acrylic panels supplied &
4. Services related above works shall be made available instantly, to assist
the contractor (Name & address of the contractor) and employer (VMC
Mumbai) on all matters regarding subject work as well as the Defect liability
I / We, ---------------- (Name of Specialized/expert foreign
f i r m / o r g a n i z a t i o n / c o m p a n y ) also hereby do provide list of similar
project works executed (SITC of acrylic panels weighing 30% of tender
quantity in any Gov. project) hereinbefore along with work experience
certificate/work order/final bill & photographs and the list of names of
Personnel to be engaged on the project along with their age, educational
qualification, area of specialization, experience of installation of acrylic
panel works along with the levels of responsibilities to be shouldered by
them. The persons from this list will be engaged on the project as per
I/ We, ---------------(Name of the Specialized/expert foreign/Indian
firm/organization/company) do hereby understood that payment for above
mentioned component of work, even though executed by us, shall be done
by the Department (VMC) to the First Part (i.e successful bidder) as per
terms & condition of the Contract. I/ We, ---------------(Name of the
Specialized/expert foreign/Indian firm/organization/company) have
entered into separate agreement on Terms & Conditions for payment to be
made by the First Part (i.e successful bidder) to the us for the work done by
us. The First Part (i.e successful bidder) shall promptly make payment to
the (Name of the Specialized/expert foreign/Indian
firm/organization/company) …………… Contractor as per agreed Terms &
Condition between them. In the event of failure to make due payments to
the (Name of the Specialized/expert foreign/Indian
firm/organization/company) …………… by First Part (i.e successful bidder),
the Department (VMC) may make such payments directly to the (Name of
the Specialized/expert foreign/Indian firm/organization/company )…………
after deducting the same from Bills payable to the First Part (i.e successful
In case of any dispute between Parties, either of them may go for mediation by
the Engineer-in- charge. In the event of disagreement with decision of
Engineer-in-Charge, either of the Parties may appeal against the mediation
to the Chief Engineer (BM). His decision shall be final and binding on both
The ‘(Name of the Specialized/expert foreign/Indian
firm/organization/company) …………’ shall be liable for disciplinary and
penal action(s) as per Contract if he fails to discharge his contractual
commitments related to said component of work enlisted above.
In witness whereof the Parties affirm that the information provided is accurate
(Party of the first part) (Party of the second part)
Format of Memorandum of Understanding (MOU) between
Successful Bidder & S p e c i a l i z e d / e x p e r t f o r e i g n
firm/organization/company
(The MoU Shall be on Non-Judicial Stamp Paper of Rs.500/- duly Attested by
Public Notary, Gujarat.)
This Memorandum of Understanding (MoU) entered into this day of -2025
M/s……………………………… (Name of the tenderer) and having office
at……………………………………India hereinafter referred as Party of the First
M/s……………………………… (Name of the Specialized/expert foreign
firm/organization/company) and having office at……………………………………
India/Abroad hereinafter referred as Party of the Second Part
The parties are individually referred to as Party and collectively as Parties.
WHEREAS Vadodara Municipal Corporation (VMC), KHANDERAO MARKET BUILDING, VADODARA
has invited Tenders from Bidders for “Name of the project Development of Reptile House at Sri Sayajibaug
AND WHEREAS the VMC has included a clause No.22 of section “Special
Condition” at pg.10 in the tender document regarding the MOU to be entered
by the tenderer with the Specialized/expert foreign
f i r m / o r g a n i z a t i o n / c o m p a n y for various services to be extended by them for
the execution of subject project. The S p e c i a l i z e d / e x p e r t f o r e i g n
f i r m / o r g a n i z a t i o n / c o m p a n y shall be an expert in Artificial Rock Work
(Glass Fiber Reinforce Concrete/Fiber Glass Reinforce Polymer) having
adequate relevant experience and of proven capability.
Therefore I / We, the Party at First Part (i.e tenderer) and party at
Second Part(i.e. Specialized/expert foreign
firm/organization/company) do hereby agree to extend following
services for “Development of Reptile House at Sri sayajibaug Zoo Vadodara
as per terms &conditions mutually agreed by first part (tenderer) &
second part (i.e. S p e c i a l i z e d / e x p e r t f o r e i g n f i r m / o r g a n i z a t i o n / c o m p a n y )
1. Designing, Conceptualization, Engineering and construction of
artificial Rock work for subject work, as per theme approved by Zoo
Consultant & Director (Zoo).
2. Providing all machineries, tools & tackles required for successful
execution of the work
3. Services related above works shall be made available instantly, to assist
the contractor (Name & address of the contractor) and employer (VMC
Mumbai) on all matters regarding subject work as well as the Defect liability
I / We, ---------------- (Name of Specialized/expert foreign
f i r m / o r g a n i z a t i o n / c o m p a n y ) also hereby do provide list of Artificial
Rock Work (having area more than 3700 sqm) executed hereinbefore along
with work experience certificate/work order/final bill & photographs and the
list of names of Personnel to be engaged on the project along with their age,
educational qualification, area of specialization, experience of GRC/FRP
works along with the levels of responsibilities to be shouldered by them.
The persons from this list will be engaged on the project as per
I/ We, ---------------(Name of the Specialized/expert foreign/Indian
firm/organization/company) do hereby understood that payment for above
mentioned component of work, even though executed by us, shall be done
by the Department (VMC) to the First Part (i.e successful bidder) as per
terms & condition of the Contract. I/ We, ---------------(Name of the
Specialized/expert foreign/Indian firm/organization/company) have
entered into separate agreement on Terms & Conditions for payment to be
made by the First Part (i.e successful bidder) to the us for the work done by
us. The First Part (i.e successful bidder) shall promptly make payment to
the (Name of the Specialized/expert foreign/Indian
firm/organization/company) …………… Contractor as per agreed Terms &
Condition between them. In the event of failure to make due payments to
the (Name of the Specialized/expert foreign/Indian
firm/organization/company) …………… by First Part (i.e successful bidder),
the Department (VMC) may make such payments directly to the (Name of
the Specialized/expert foreign/Indian firm/organization/company )…………
after deducting the same from Bills payable to the First Part (i.e successful
In case of any dispute between Parties, either of them may go for mediation
by the Engineer-in- charge. In the event of disagreement with decision of
Engineer-in-Charge, either of the Parties may appeal against the mediation
to the Chief Engineer (BM). His decision shall be final and binding on both
The ‘(Name of the Specialized/expert foreign/Indian
firm/organization/company) …………’ shall be liable for disciplinary and
penal action(s) as per Contract if he fails to discharge his contractual
commitments related to said component of work enlisted above.
In witness whereof the Parties affirm that the information provided is accurate
(Party of the first part) (Party of the second part)
Offline submission of the necessary documents within the stipulated time limit is mandatory after
the online submission on N-procure. If in case the tenderer fails to do so, he shall be put into the
state of Abeyance and shall be forbidden to participate in any work under Vadodara Municipal
Corporation for 6 months.
Material & Technical Specifications
Standard norms for quality control as per IS
Sr Test Frequency of tests Acceptance Criteria
a) Setting time initial 50 -100 T- 2 sample Not less than 30 minutes
final 100-200 T-3 sample Not more than 600 minutes
200-300 T-4 sample
300 - 500 T-5 sample
500- 800 T-6 sample
810- 1300 T-7 sample
b) Fineness by Sieve 1 in 5 samples 90% passed from 90 micron sieve
c) Consistency One sample Above 30 percent
(Each sample as
d) Compressive strength One sample 160 kg / cm2 for OPC & PPC on third day
(Each sample as above
220 kg / cm2 for OPC & PPC on seventh day
310 kg / cm2 for OPC & PPC on twenty eight day
e) Fineness test through 1 in 5 samples 2250 kg/Cm2 and above for OPC FOR PPC 3000 kg/Cm2
Specific surface
f) Chemical Analysis 1 in 5 samples Mgo less than 6 percent
IS 4032-986 SO3 less than 2.75 percent
less on ignition upto 5 percent
a) Silt Content 1sample of 10 kg /150 Up to 3 percent
b) Fineness modulus - Do- Specification as per specified standard. No sand of fourth
zone shall be used.
3 Kapachi - Grit for
Bituminous work
a) Gradation 1/200 m3
b) Flakiness index 1/200 m3 Max 30 %
c) Impact 1/100 m3 Max 30 %
d) Abrasion 1/100 m3 Max 35 %
e) Bit. Extraction 100 MT - 1 0.80 to 4 %
f) Bitumin (penetration 100 MT -
g) Stripping value 50 -100 m3 one test Max. 25 %
3 Kapachi - Grit for
Building work As per IS 183-1970 standards
a) Gradation 2 test / Season As per relevant specifications provision
b) Impact 2 test / Season wearing surface overlaid surface (IS18.5-1972)
c) Abrasion 2 test / Season 30 % 5%
d) Soundness 2 test / Season Loss with Loss with
Sr Test Frequency of tests Acceptance Criteria
a) Efflorescence 20 bricks out of 2000 Moderate
32 bricks out of
50 bricks out of
b) Water absorption -DO- Less than 20 Percent
c) Compressive strength -DO- Minimum average 35 Kg/cm2 & individual result may fall
below up to 20 percent
5 Cement Concrete
flooring/Mosaic tiles
a) Water absorption 6 tiles /2000 tiles Maximum 10 percent
b) Transverse strength 12 tiles /2000 tiles Wet Dry
c) Abrasion 6 tiles /2000 tiles Average wear shall not exceed 3.5 mm
6 Water Chemical Once for approval
Analysis source
b) Chlorides " 2000 mg/L (PCC) & 500 mg/L for RCC
c) Organic (matter) " 200 mg/L Max.
d) Inorganic (matter) " 3000 mg/L Max.
e) Sulphate (mg/L) " 500 mg/L Max.
f) TDS " 2000 mg/L Max.
7 Cement Concrete As per IS 456-2000 Grade Specified characteristic cube
cubes ordinary and designation compressive strength.
controlled concrete At 28 days N/mm2
work m3 No. of M10
add sample for each M40
50 m3 part there of
ordinary and controlled suces /60m3 each for 7 Average compressive strength of each day should not be less
concrete for road and 28 days further than specified strengths subject to that 20% cubes per day
bridge that every day for first (i.e.) 1 per 5 may fall below specified strength up to its
six days and once in percent.
three days there after.
a) TMT bars 1 test / 40MT Fe-500 Quenched and Tempered (TMT) bars of different
diameters satisfying IS : 1786, with Yield stress >
N/mm2 , Tensile strength > 545 N/mm2
And elongation more than 12%
b) steel for general Gr.A Fe410 WS 410 N/mm2
structural purpose (All size)
specification IS 2062- Gr.B. Fe410 WB 410 N/mm2
1992 (All size)
Sr Test Frequency of tests Acceptance Criteria
c) steel wires for 8.0 140 Kg/mm2
prestressed consete IS 7.0 150 Kg/mm2
1785 part-1 19 lab 5.0 160 Kg/mm2
85 % the minimum specific tensiled strength
9 Teakwood As per LOT
e) Moisture cement
10 All Other Material As suggested by
Consultant/EIC/ TPI
as per relevant IS code
1) Tests as may be directed by Engineer in charge as shown above shall have to be
2) Above mentioned all the tests of the materials and others shall be carried out for in
construction of each and every different lot in Government Approved laboratory.
3) VMC / PMC / TPI may ask Contractor to Carry out Additional Laboratory Test
for any of the Above Items if Required. The Cost of such testing shall be borne by the
Signature/Stamp of Contractor Executive Engineer, Zoo Department
Vadodara Municipal Corporation
GENERAL MATERIAL SPECIFICATIONS FOR BRAND NAMES TO BE USED FOR THE
EXECUTION WORKS
SCHEDULE OF MAKE FOR CIVIL WORK
CEMENT (OPC/PPC) - 53 Grade : As Per (IS Code No 12269 :1987 And IS Code No 3812 :
2003)Ultratech , Siddhi, JK , Hathi , Ambuja, Binani, Sanghi
only. Samples of cement arranged by the Contractor shall be taken
by the Engineer-in-Charge and got tested in accordance with
provisions of the relevant BIS codes. In case test results indicate
that the cement arranged by the Contractor does not conform to the
relevant BIS codes, the same shall stand rejected and shall be
removed from the site by the Contractor at his own cost within
TMT REINFORCEDMENT : As per IS-456:2008(reaffirmed
2004).TATA,SAIL,Vizag,Electrotherm or As approved by
engineer in charger with proper testing report. The Contractor
shall have to obtain and furnish test certificates to the Engineer-in-
Charge in respect of all supplies of steel brought by him to the site
of work. Samples shall also be taken and got tested by the Engineer-
in- Charge as per the provisions in this regard in the relevant BIS
codes. In case the test results indicate that the steel arranged by the
Contractor does not conform to BIS codes, the same shall stand
rejected and shall be removed from the site of work within three
BRICK : Compressive strength Avg. 35 KG. Per sq.CM.
SAND : As per Mix design for concrete work or zone-II.
For Masonary and plaster work zone – III
COURSE AGGREGATE : Approved quarry with testing report.
FINISHING /PAINT:
ACRYLIC EMULSION PAINT : ASIAN,BERGER,NEROLAC or equivalent as
approved by competent authority
EXTERIOR PAINT : ASIAN,BERGER,NEROLAC or equivalent as approved
by competent authority
TEXTURE EXTERIOR PAINT : REVA, NOVA, ASIAN or equivalent as approved by competent
HERITAGE SURFACE
TEXTURE : BAKELITE HYLAM or equivalent as approved by competent
SYNTHETIC ENEMAL : ASIAN,BERGER,NEROLAC or equivalent as approved by
competent authority
ANTI-INSECT PAINT : PEDILITE or equivalent as approved by competent authority
VITRIFIED GRANAMITE TILES : BONZER ,ASIAN, EURO, JOHNSON , SOMANY , SUN
HEART or equivalent as approved by competent authority
GLAZED AND CERAMIC TILES : BONZER,SUNHEART, ASIAN, EURO, SOMANY,
KAJARIA Simero or equivalent as approved by competent
WALL TILES : BONZER , SUN HEART , ASIAN , SOMANY,
KAJARIA, Simero or equivalent as approved by competent
PAVER TILES : VYARA, or equivalent as approved by competent authority
PLYWOOD/BLOCK BOARD : Century, Green ply, Kitply, Durian, Duro or
equivalent as approved by competent authority
COMMERCIAL GRADE
LAMINATES : Green lam, Formica, Sundek, Veer or Equivalent Make
As Approved By Consultant / Engg. Incharge 1 mm. thick
for horizontal & vertical surfaces in Matt / Glossy Finish
WOOD (VISIBLE) : Ghana Teak , Nigeria Teak , Burma Teak wood or equivalent
BORDER PATTY : Ghana Teak , Burma Teak Wood or equivalent
(HIIDEN AND NOT VISIBLE) : C.P. Teak Wood , Nigeria Teak or equivalent
STEEL DOOR WINDOW GRILL : AGEW, STEEL PLAST or equivalent
ALLUMINIUM : JINDAL/HINDALCO/ or equivalent as approved by competent
authority aluminum sections with anodized coating of approved
ACP : Flexi Bond, Aluco Bond or equivalent make as approved by
competent authority
POLYMER BONDING : FOSROC, ROFF, BASF, SIKKA, Dr. FIXIT or
equivalent as approved by competent authority
POLYPOPYLENE FIBER
REINFORCEMENT: : FOSROC, ROFF, BASF, SIKKA, ZUPA or
equivalent as approved by competent authority
GLASS : Modiguard /Saint Gobain/HGS Plain Float Glass or
equivalent as approved by competent authority
HINGES, STOPPERS, KNOBS,
HANDLES : SS matt fixtures to be approved by competent authority
SCREWS : Nettle fold or equivalent as approved by competent authority
LOCKS : Godrej or equivalent as approved by competent authority
ADHESIVES : Fevicol / Vamicol
ROOFING : Proflex or equivelent
All the Material to be approved by the Competent Authority and tested if needed as per latest relevant IS,
prior to execution the work Material not mentioned in above list should confirm to latest relevant IS
List of Approved Make for Electrical Materials
NIHIR / PRECISION ELECTRIC / POLYCAB/
1 PVC pipe MMS type and accessories
VRAJ / BBC / BEC
2 HDPE Flexible pipe ( ISI ) JAIN / DUTRON
3 DWC Pipes ( Anti Rodent Type only ) DUTRON/REX/GEMINI/DURALINE
4 UPVC Trunking MK / LEGRAND /OBO
5 Back Box for above UPVC Trunking MK / LEGRAND /OBO
Gewiss/Hensel /Spelsberg
6 Weather proof Junction Boxes
HONEYWELL / LEGRAND / SCHNEIDER /ABB/
7 Modular Switches and Accessories
ANCHOR PANASONIC
KEI wire & cable/RR KABEL
8 Cu flexible wires FRLS / Round Flexible cu cable
FINOLEX/POLYCAB/ HAVELLS
KEI wire & cable/RR KABEL
9 XLPE- Cable 1.1KV as per IS 1554 / HT cable
FINOLEX/POLYCAB/ HAVELLS
10 H.T. Cable Joint Kit RAYCHEM, 3M
HMI ( ISI MARKED )/
11 GLANDS ( Brass compression type, Heavy duty )
COMET/DOWELL’S/ALCON
12 Cable Lugs Dowells / 3-D / Raychem
13 PVC Tape Steelgrip / Anchor
SCHNEIDER-Act-9 / ABB / Legrand-DX3 /
14 MCBs , MCBDBs and Contactor
Lauritz Knudsen(L&T)/ HAGER
SCHNEIDER –Easy pact / ABB / Legrand-DX3 /
15 MCCB TM / Microprocessor based
Lauritz Knudsen(L&T) / HAGER
Shivshakti Engineers / Swati switchgear / Patel
16 Panel Fabricators CPRI approved
Brothers / Active Engineers
Rushabh/ L & T / Conserve/ Schneider/ Trinity/
17 Digital Meters and Load Manager
ELMEASURE / CONSERVE/ IMP / TRINITY/
18 AMETER / Voltmeter Digital
19 Selector Switch, Push button KAYCEE / C & S / L & T / TEKNIC,
20 LED Indication Lamps AE / C & S / VAISHNOV / VINAY LED
21 CURRENT TRANSFORMERS AE / KAPPA / MECO / PRAGATI / UNIVERSAL
22 Digital TIMER THEBEN / LEGRAND/ Indo-ASIAN /Multi Span
23 POWER CONTACTORS L & T / SIEMENS / Schneider/Legrand
Conserve/ Secure /Ducati /Schneider / Multi
25 Capacitors MPP can type/APP Box type L & T /Epcos / Neptune / Subodhan
26 Surge Protection Device ABB / Schneider / Legrand / Multi Span
27 Chemical Earthing AXIS / OBO / ABB
28 Light Fixtures LED Philips / Crompton / Bajaj / LT / KESELEC
59 Ceiling / Exhaust fans / BLDC Ceiling fans Crompton /Havells/ Usha / Bajaj / ORIENT
Sumip / Satyam composite / Bajaj /Reytek / RR
Ispat / KESELEC /Creative composite
31 Submersible pump vertical/ Horizontal Kirloskar /KSB / KALAMA /AMRUT /PRIMA
32 PUMPS KIRLOSKAR / CG / KSB / JYOTI
33 Watercooler / Water purifier USHA / Blue star / Voltas / Eureka Forbes
ORBIS / MITSUBISHI/ SCHINDLER,
34 Passenger Elevator
JOHNSON/TRIO Elevators /OTIS / omega
35 Water Level controller OCLEG / GELCO
Indianaa /MM Engineering, Labh Engineers,
37 PVC PIPE 6 Kg/ sqcms Astral / Prince / Dutron
38 Batteries Exide/ VMCO / PRESTOLITE
39 UPS APC /NUMERIC / SOCOMEC/ EATON
40 DRAIN PIPE / PVC PIPE FINOLEX/ SUPREME/ASTRAL
41 COPPER PIPE RAJCO/MANDEV/TOTALLINE/HARIOM/Mexflow
42 INSULAION MATERIALS
NITRILE RUBBER Class O ARAMAFLEX/ AEROFLEX / KFLEX/HIRA
INSULATION PROTETIVE COATING PIDILITE/ FOSTER/CHILDER/MIRACLE
43 Expanded Polystyrene Beardsell / Cooline /Shrushi /LLOYD
OGENERAL / Mitsubishi Electrical / Mitsubishi
44 SPLIT HI WALL
Signature of Contractor Executive Engineer, Zoo Department
Date Vadodara Municipal Corporation
SPECIFICATIONS OF MATERIALS
General Technical Specification-General-I M-51. Marble slab
Standard Technical Specifications M-52. Granite stone slab
M-1. Water M-53. P.V.C. Flooring
M-2. Lime M-54. Facing tiles
M-3. Cement M-55. White glazed tiles
M-4. White Cement M-56. Galvanised iron pipes and fittings.
M-5. Coloured Cement M-57. Bid cocks and stop cock
M-6. Sand M-58. Gun metal wheel valve
M-7. Stone dust M-59. White glazed porcelain wash Basin
M-8. Stone Grit M-60. European type water closet
M-9. Cinder M-61. Orissa type water closet
M-10. Lime mortar M-62. Indian Type water closet
M-11. Cement Mortar M-63. Glazed earthenware sink
M-12. Stone coarse for Nominal Mix Concrete M-64. Glazed earthenware lipped type flat back
urinal/ Corner type urinal
M-13. Black trap or equivalent Hard stone M-65. Low level enamel flushing tank
Coarse aggregate for design Mix Concrete
M-14. Brick bats aggregates M-66. Cast iron flushing cistern
M-15. Bricks M-67. Flush cock
M-16. Stone M-68. Cast iron pipes and fittings
M-17. Laterite Stone M-69. Nahni trap
M-18. Mild Steel Bars M-70. Gully trap
M-19. High yield strength steel deformed bars M-71. Glazed stone ware pipe and fittings.
M-20. High tensile steel wires M-72. Wall peg rail
M-21. Mild steel binding wires M-73. G.I. Water spout
M-22. Structural steel M-74. Asbestos cement pipe (A.C. Pipe)
M-23. Galvanised iron sheets M-75. Croydon ball valve
M-24. G.I. Valleys gutters ridges M-76. Bitumen felt for water proofing and damp
M-25. Manglore pattern roof tiles M-77. Selected Earth
M-26. Shuttering M-78. Barbed Wire.
M-27. Expansion joints. Premoulded filler M-79. Tensile Structure Fabric
M-28. Expansion joints copper strips & hold DETAILED SPECIFICATIONS
M-29. Teak Wood Section-4 Excavation
M-29-A. Non Teak wood Section-5 Plain R.C.C Work
M-30. Wooden flush door shutters (Solid Core) Section-6 Masonry work
M-31. Aluminum doors windows. hold fasts Section-7 Rubble Masonry work
M-32. Rolling shutter Section-9. Centering and form work
M-33. Collapsible steel gate Section-10. Wood work Doors Windows
M-34. Welded steel wire fabric Section-11. Steel shutters, Windows, Ventilators
M-35. Expanded metal sheets Section-12. Lab. for fixing fixtures & fastenings
M-36. Mild Steel wire Section-13. Glazing
M-37. plywood Section-14. Paving & Floor Finishes
M-38. Glass Section-15. Roof Covering
M-39. Acrylic sheets Section-16. Ceiling & Lining
M-40. Particle board Section-17. Plastering and painting
M-41. Expanded polystyrene of framed stopper Section-18. White washing and Distempering
M-42. Resin bonded fiber glass Section-19. Painting and polishing
M-43. Fixtures and fastenings Section-20. Demolition and Dismantling
M-44. Paints Section-21.Repairs to Buildings
M-45. French Polish Section-22. Miscellaneous buildings
M-46. Marble chips for marble mosaic terrazzo Section-23. Water supply, plumbing and sanitary
M-47. Flooring tiles Section-24. Drainage & Sewerage
M-48. Rough kotah stone Annexure I Equivalent plain area for uneven
surfaces for painting
M-49. Polished kotah stone Annexure II Schedule of Fixtures & Fastenings
for doors, windows, ventilators, Wardrobes and
M-50. Dholpur stones
GENERAL TECHNICAL SPECIFICATIONS FOR BUILDING WORK
• In the specifications, "as directed"/"Approved" shall be taken to mean, "as directed"/approved" by the
Engineer-in-charge.
• Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to mean as a
reference to the latest edition of the same in force on the date of agreement.
• In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of specific
mention of a particular point or aspect, the provisions on these particular points, or aspects in the relevant
Indian Standards shall be referred to.
• All measurements and computations, unless otherwise specified, shall be carried out nearest to the
following limits:
(i) Length, width and depth (height)-------0.01 Meter.
(ii) Areas -----0.01 Sq. Mt.
(iii) Cubic Contents ------0.01 Cu.Mt.
• The distance, which constitutes lead, shall be determined along the shortest practical route and not
necessarily the route actually taken. The decision of the Engineer-in-charge in this regard shall be taken
• Where no lead is specified, it shall mean "all leads"
• Lift shall be measured from plinth level.
• Upto "floor two level" means actual height of floor (Maxi. 4 M.) upto 3 Mt. above plinth level.
• Definite particulars covered in the items of work, through not mentioned or elucidated in it, specifications
shall be deemed to be included there in.
• Reference to specifications of materials as made in the detailed specification of the items of work is in
the form of a designation containing the number of the specification of the material and prefix 'M' e.g.
• Approval to the samples of various materials given by the Engineer-in-charge shall not absolve the
contractor from the responsibility of replacing defective material brought on site or materials used in the
work found defective at a later date.
• The contract rate of the item of work shall be for the work completed in all respects.
• No collection of materials shall be made before it is got approved from the Engineer-in-charge.
• Collection of approved materials shall be done at site of work in a systematic manner. Materials shall be
done at site of work in a systematic manner. Materials shall be stored in such a manner as to prevent
damage, deterioration or intrusion of foreign matter and to-ensure the preservation of their quality and
fitness for the work.
• Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from the site
• NO materials shall be stored prior to, during and after execution shall be kept in sufficient numbers and
in good working condition on the site of the work.
• All works shall be carried out in a workman like manner per the best techniques for the particular item.
• All tools, templates, machinery and equipment for correct execution of the work as well as for checking
lines, levels, alignment of the works during execution shall be kept in sufficient numbers and in good
working condition on the site of the work.
• The mode, procedure and manner of execution shall be such that it does not cause damage or over loading
of the various components of the structure during execution or after completion of the structure.
• Special modes of construction not adopted in general Engineering practice, if proposed to be adopted by
the Contractor, shall be considered only if the contractor provides satisfactory evidence that such special
mode of construction is safe, sound and helps in speedy construction and completion of work to the
required strength and quality. Acceptance of the same by the Engineer-in-Charge shall not, however,
absolve the contractor of the responsibility of any adverse effects and consequences of adopting the same
in the course of execution of completion of the work.
• All installations pertaining to water supply and fixtures thereof as well as drainage lines and sanitary
fittings shall be deemed to be completed only after giving satisfactory tests by the Contractor.
• The contractor shall be responsible for observing the rules and regulations imposed under "Minor
Minerals Act", and such other laws and rules prescribed by Government from time to time.
• All necessary safety measures and precaution (including those laid down in the various relevant Indian
Standards) shall be taken to ensure the safety of men, materials and machinery on the works as also of
the work itself.
• The testing charges of all materials shall be borne by the Contractor unless recovery at one percent
towards testing charges is separately made.
• Approval to any of the executed items for the work does not in any way relieve the contractor of his
responsibility for the correctness, soundness and strength of the structure as per the drawings and
SPECIFICATIONS OF MATERIALS
Water shall not be salty or brackish and shall be clean, reasonably clear and free objectionable quantities of silt
and traces of oil and injurious alkalis, salts, organic matter and other deleterious material which will either
weaken the mortar or concrete or cause efflorescence or attack the steel in R.C.C Container for transport, storage
and handling of water shall be clean. Water shall conform to the standards specified in I.S.456-1978.
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, time of setting and mortar strength as specified in I.S.269-
1976. Any indication of unsoundness, change in time of setting by 30 minutes or more or decrease of more than
10 per cent 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 concrete during
curing or those which produce objectionable stains or other unsightly deposits on concrete or mortar surfaces.
Hard and bitter water shall not be used for curing.
Portable water will be generally found suitable for curing mortar or concrete.
Lime shall be hydraulic lime as per I.S. 712-1973. Necessary test shall be carried out as per I.S. 6932 (Parts I to
The following field tests for limes are to be carried out:
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 while colour indicates quick lime, and solid lumps are the unburnt
Acid tests for determining the carbonate content in lime, Excessive amount of impurities and rough determination
of class of lime.
Storage shall comply with I.S. 712-1973. The slaked lime, if stored, shall be kept in a weather proof and damp-
proof shed with impervious floor and sides to protect it against rain, moisture, weather and extraneous materials
mixing with it. All lime that has been damaged in any way shall be rejected and all rejected materials shall be
removed from site of work.
Field testing shall be done according to I.S. 1624-1974 to show the acceptability of materials.
Cement shall be ordinary Portland slag cement as per I.S. 269-1976 or Portland slag cement as per I.S. 455-1976.
M-4. White Cement :
The white cement shall conform to I.S. 80412-E
M-5. Coloured Cement:
Coloured cement shall be with white or gray Portland cement as specified in the item of the work.
The pigments used for coloured cement shall be of approved quality and shall not exceed 10% of cement used
in the Mix. The mixture of pigment shall be properly grounded to have a uniform colour and shade. The
pigments shall have such properties to provide for durability under exposure to sunlight and weather.
The pigment shall have the property such that it is neither by the cement nor detrimental to it.
Sand shall be natural sand, clean, well graded, hard strong durable and gritty particle free from injurious amounts
of dust clay, kankar nodules, soft or flaky particles shale, alkali, salts organic matter, loam, mica or another
deleterious substance 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 make it clean.
Coarse Sand : The fineness modulus of coarse sand shall not be less than 2.5 and shall not exceed
The sieve analysis of coarse shall be as under:
fineness modulus shall I.S.Sieve Percentage by I.S.Sieve Percentage by
not exceed 1.0. The weight weight
sieve analysis of fine Designation Passing Sieve Designation Passing Sieve
sand shall be as 4.75 mm. 100 600 Micron 30-100
under: 2.36 mm. 90 to 100 300 Micron 5-70
I.S.Sieve Percentage by I.S.Sieve Percentage by
Designation Passing Sieve Designation Passing Sieve
M-7. Stone Dust :
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 field test is given
A sample of stone dust to be tested shall be placed without drying in 200 mm. measuring cylinder. The quantity
of the sample shall be such that it fills the cylinder upto100 mm. mark. The clean water shall be added upto
mm. mark. The mixture shall be stiffed vigorously and the 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 dust containing more than 8% silt shall be washed so as lowering the silt content
within the allowable limit.
The fineness modulus of stone dust shall not be less than 1.80.
M-8. Stone Grit:
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 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 I.S. 383-
1970. 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 by I.S.Sieve Percentage by
Designation through Sieve Designation through Sieve
The crushing strength of grit will be such as to allow the concrete in which it is used to used to built up the
specified strength of concrete.
The necessary tests for grit shall carried out as per the requirements of I.S.2386(Parts I to VII) 1963, as per
instructions of the Engineer-in-charge. The necessity of test will be decided by the 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 furnace residue obtained from furnace using coal fuel only. it shall be
sound clean free from clay, dirt ash or other deleterious matter.
The average grading for cinder aggregates shall be as mentioned below :
I.S.Sieve Percentage I.S.Sieve Percentage
Designation passing Designation passing
M-10. Lime Mortar :
Lime shall confirm to specification M-2 Water shall conform to specification M-1.
Sand:Sand Shall conform to specification M-6.
Proportion of Mix : 10.2.1. Mortar shall consist of such proportions of slaked lime and sand as may be specified
in the item. The slaked lime and sand be measured by volume.
Preparation of Mortar :
Lime mortar shall be prepared by wet process as per I.S. 1625-1971. Power driven 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 the
revolutions with a sufficient water. Water shall be added as required during grinding (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 180 revolutions.
Storage : 10.4.1 Mortar shall always be kept damp, protected form sum and rain till used up , covering it by
tarpaulin or open sheds.
Use : 10.5.1 All mortar shall be used as soon as possible after grinding it should be used on the day on which it
is prepared. But in no case mortar made earlier than 36 hours shall be permitted for use.
M-11. Cement Mortar:
Water shall conform to specification M –1. Cement : Cement shall conform to specification M-
Sand:Sand shall conform to M-6
Preparation of Mix :11.2.1 Cement and shall be mixed to specified proportion, sand being measured by
measuring boxes. The proportion of cement will be by volume on the basic of 50 kg / Bag of cement being equal
to 0.0342 Cu.m. The mortar may be hand mixed or machine mixed as directed.
Preparation of mortar : 11.3.1 In hand mixed mortar cement and sand in the specified proportions shall be
thoroughly mixed dry on a clean impervious platform by turning over at least 3 times or more till a homogenous
mixture of uniform colour is obtained., Mixing platform shall be so arranged that no delirious extraneous material
shall get mixed with mortar or mortar shall be gradually added and thoroughly mixed to form a stiff plastic mass
of uniform colour 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 be used within 30 minutes.
M-12 Stone Coarse Aggregate For nominal Mix Concrete :
Coarse aggregate shall be machine crushed stone of black trap or equivalent and be hard, strong m dense,
durable clean and free form skin and coating likely to prevent proper adhesion for 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 stone 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 6 mm. less than the minimum lateral clear
distance between bars or 6 mm. less than the cover, Whichever is smaller.
l.s.sieve percentage passing for single I.S.Sieve Percentage passing for single
sized aggregates of nominal Designati aggregates of Nominal size
NOTE:This percentage may be carried some what by 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 test
indicated in I.S. 383-1970 and I.S. 456-1978 shall have to be carried out to ensure the acceptability. The
aggregates shall be stores 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.
M-13. 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 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 I.S. 383-1970 and I.S. 456-1978 shall have to be carried out to ensure the
acceptability of the material.
If aggregate is covered with dust it shall be washed with water to make it clean.
M-14. Brick Bats Aggregate :
Brick bat aggregate shall be broken from well burnt or slightly over burnt and dies brick. It shall be homogeneous
in texture roughly cubical 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 unburnt or over burnt brick bats shall not
The brick bats shall be measured by volume by suitable boxes or as directed.
The bricks shall be hand or machine moulded and made from suitable soils and kiln-burnt. They shall be free
from crack and nodules of free lime. They shall have smooth rectangular faces with sharp corers and shall be of
uniform colour.
The bricks shall be moulded with a frog of 100 mm. X 40 mm. and 10 mm. to 20 mm. deep on one of its 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. X 90 mm.
The size of the conventional bricks shall be as under:(9”x48 ” x 24 ”)225x110x75 mm.
Only bricks of one standard size shall be used on one work. The following tolerances shall be permitted in the
conventional size adopted in a particular work.
Length : 1.8 (3.0 mm.) Width : 1/6 “ (1.51 mm.) Height : 1/6” 1.50 mm.)
The crushing strength of the bricks shall not be less than 35 Kg./Sq.Cm. The average water abscriptics shall not
be more than 20 prevent by weight. Necessary tests for crushing strength and water absorption etc. shall be
carried out as per I.S. .3493 (Part-I to IV)
The stone shall be of the specified variety such as Granite/Trap Stone. Quartzite 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 veins, patches of loose or soft materials etc. and
weathered portions and other structural defects or imperfections tending to affect their soundness and strength.
The stone with round surface shall not be used. The percentage of water absorption shall not be more that 5% of
dry weight, When tested in accordance with I.S. 1134-1974. The minimum crushing strength of the stone shall
be 200 kg./Sq. Cm. unless otherwise specified.
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 stone shall be so dressed that the bushing on the exposed ace 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.
M-17. Laterite Stone :
Laterite stone shall be obtained from the approved quarry. It shall be compacted in texture, sound, durable and
free from soft patches. It shall have a minimum crushing strength of 100 K.G/S.q. 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,
edges true and square.
Those types of stone in which white clay occur, should not be used.
special corner stones shall be provided where so directed.
M-18. Mild Steel Bars :
Mild steel bars reinforcement for R.C.C work shall conform to I.S. 432(Part-II) 1966 and shall be tested quality.
It shall also comply with relevant part of I.S. 456-1978.
All the reinforcement shall be clean and free from dirt, paint, grease, mile scale or loose or thick rust at the time
For the purpose of payment, the bar shall be measured correct upto 100 mm. length and weight payable worked
out at the rate specified below :
1. 6mm. x 0.22 Kg./Rmt 8. 20mm.
2. 8mm. x 0.39 Kg./Rmt. 9. 22mm.
3. 10mm x 0.62 Kg./Rmt 10. 25mm.
4. 12mm x 0.89 Kg./Rmt 11. 28mm.
5. 14mm x 1.21 Kg./Rmt 12. 32mm.
6. 16mm x 1.58 Kg./Rmt 13. 36mm.
7. 18mm x 3.00 Kg./Rmt 14. 40mm
M-19. High yield Strength Steel Deformed Bars :
High yield strength steel deformed bars are either cold twisted or hot rolled, shall conform to I.S. 1739-1966 and
I.S.1139-1966 respectively.
Other provision and requirements shall conform to specification NO. M-18 for Mild steel bars.
M-20. High Tensile Steel Wire:
The high tensile wires for the use in prestressed concrete work shall conform to I.S. 2090-1962.
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 para 6.1 of I.S. 1785-1962. Testing shall be done as per
I.S. requirements.
The high tensile steel shall be free from loose mill scale, rust oil, grease, or any other harmful matter, Cleaning
of steel bars may be carried out by immersion in solvent solution, wire brushing or passing through a pressure
box containing carborundum.
The high tensile wire shall be obtained from manufactures in coil having diameter not less than 350 times the
diameter of wire itself so that wire springs back straight back straight on being uncoiled.
M-21. Mild Steel Binding Wire :
The mild steel wire shall be of 1.63 mm or 1.22 mm. (16 or 18 gauge) diameter and shall conform to I.S. 280-
The use of black wire be permitted for binding reinforcement bars. It shall be free from rust, Oil paint, grease,
looser mile scale or any other undesirable coating which may prevent adhesion of cement mortar.
M-22. Structural Steel :
All structural steel shall conform to I.S. 226-1965. The steel shall be free from the defects mentioned in I.S. 226-
1975 and shall have a smooth finish. The material shall have a smooth finish. The material shall be free from
loose mile scale, rust pits or other defects affecting the strength and durability. Rivet bars shall conform to I.S.
When the steel is supplied by the Contractor test certificates of the manufactures shall be obtained according to
I.S. 226-1975 and other relevant Indian Standards.
M-23. Galvanised Iron Sheets :
The galvanised iron sheets shall be plain or corrugated sheets of specified in item. The G.I. sheets shall conform
it I.S. 217-1977. 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 as directed as per site condition.
The length and width of G.I. sheet shall be as directed as per site condition.
M-24 G.I Valleys gutter ridges :
The G.I.ridges and hips shall be of plain galvanised sheets class-3 of the thickness as specified in item. These
shall be 600 mm. in width and properly bent up to shape without damage to the sheets in process of bending.
Valleys gutters and flashings shall also be galvanised sheet 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-25. Manglore Pattern Roof Tiles :
The manglore pattern tiles shall conform to I.S. 654-1972 for Class AA or Class “A” type as specified in item.
Samples 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 widen planking of 30 mm. minimum thickness with or without steel lining roof
steel plates stiffened by steel angles. The shuttering shall be supported on battens and beams and props of vertical
ballies properly cross braced togather so as to make the centering rigid. In places of bully 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 loads associated with it. The shuttering shall have smooth and even surface and its joints shall not
permit leakage of cement grout.
If at any stag 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 shall be removed and work redone with fresh concrete and
adequately rigid form work. The complete from 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 diameter measured at mix 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 if 0-10 sq. m. laid on sufficiently hard base.
Double wedges shall further be provided between the sole plate 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 to absorb water from concrete and swell or bulge nor so
green or wet as to shrink after erection. The timber shall be properly sawn and planed on the sides and surface
coming in contact with concrete. Wooden from work with metal sheet lining or steel plates stiffened by steel
angles shall be permitted.
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 solutions 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 burnt oil shall be permitted.
The shuttering for beams and slabs shall have camber of 4 mm. per meter (1 to 250) or as directed by the
Engineer-in-charge so as to offset the subsequent deflection. For cantilevers, The camber at free end shall be
1/50 of the projected length or as directed by the Engineer-in-charge.
M-27. Expansion joints-Premoulded filter :
The item provides for expansion joints in R.C.C frame structures for internal joints, as well as exposed joints,
with the use of premoulded bituminous joint filler.
Premoulded bituminous joint filler, i.e. performed strip of expansion joint filler shall not get deformed or broken
by twisting, bending or other handling when exposed to atmospheric condition. Pieces of joint filler that lave
been damaged shall be rejected.
Thickness of the pre-moulded joint filler shall otherwise specified.
Premoulded bituminous joint filler shall conform to I.S. 1838-1961.
M-28 Expansion joints-Copper strips & hold fasts :
The item provide for expansion joints in R.C.C frame structure for internal joints as well as for exposed joints
with the use of necessary copper strip and hold fasts.
Copper sheet shall be of 1.25 mm. thick and of 1.25 mm. width when the ‘U’ shape in middle. Copper strips
shall have hold fast 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
embedded in the concrete work shall be 25 mm. Depth of ‘U’ to be provide in the expansion joint, in the copper
plate shall be of 25 mm.
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 or 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
of its usefulness for the purpose for which it is required. The colour shall be uniform as far as possible. Any
effort like painting, using any adhesive or resins 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
The tolerances in the dimensions shall be allowed at the rate of 1.5 m.m. per face to be planed.
First class teak wood : 29.5.1. First class teak wood shall have no individual hard and sound knots, more than
6 sq. cm. size and the aggregate area of such knots shall not be more than 1% of area of piece. The timber shall
be closed grained.
Second Class Teak Wood : 29.6.1. No individual hard and sound knots shall be more than 15 Sq. cms. in size
and aggregate area of such knots shall not-exceed 2% of the area of piece.
M-29. (A) Non-teak wood :
The non teak-wood shall be chemically treated, seasoned as per IS Specifications and of good quality. The type
of wood shall be got approved before collecting the same on site. Fabrication of wooden members shall be started
only after approval.
For this purpose wood of Bio, Kalali, Siras, Behda, Jamun, Sisoo will be used for door frames where as only
Kalali, Siras,Halda,Kalam etc. will be permitted for 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
defect. It shall be uniform in substance and of straight fibers as far as possible. It shall be free rots, decay harmful
fungi and other defects of nature which effect the strength, durability or its usefulness for the purpose for which
it is required. The colour of wood shall be uniform as far as possible. The scantlings planks etc. shall be sawn in
straight lines and planes in the direction of grain and uniform thickness.
The department will use the Agency to produce certificate from forest Department in event of Disputes and the
decision of the Department shall be final and binding to the contractor.
The tolerance in the dimension shall be allowed as 1.5 mm. per face to be planed.
M-30. Wooden flush door shutters (solid core) :
The solid core type flush door shutters shall be 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. 2202- (Part-I) 1980. 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 core
members. The commercial plywood, cross-bands shall conform to I.S. 303-1275.
The face panel of the shutters shall be formed by gluing by the hot press process on both faces of the core with
either plywood or cross-bands and face veneers. The hopping 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 twist or warp in its plane. 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. 2202 (part-I) 1980. There shall be no
delamination at the end of the test.
(2) Knife test: The face panel when tested in accordance with I.S. 1659-1979 shall pass the test.
(3) Glue adhesion Test: The flush door shall be tested for glue adhesive test in accordance with I.S.
(Part-I) 1980. 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 declamination more than 80 mm. in length and more than 3 mm. in depth has
occurred in the assembly glue lines between the plywood face and the style and rail. Delamination at the corner
shall be measured continuously around the corner. Delamination at the knots, knots holes and other permissible
wood defects shall not be considered in assessing the sample.
The tolerance in size of solid core type flush door shall be as under :
In Normal thickness + 1.2 mm. In Normal height + 3 mm.
The thick of the shutters shall be uniform throughout with a permissible variation of not more than 0.8 mm. when
measured at any two points.
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 I.S. :733-1975 and also to I.S. Designation WVG-WP of I.S. 1285-1975. The Section shall be as specified
in the drawing and design. The fabrication shall be done as directed.
The hinges shall be cast or extruded aluminum hinges of same type as in windows but of large size.
The hinges shall normal 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 in the drawing and design. The fabrication shall be done as directed.
M-32. Rolling Shutters:
The rolling shutter shall conform to I.S. 6248-1979. Rolling shutters shall be supplied of specified type with
accessories. The size of the rolling shutters shall be specified in the drawings. The shutters shall be constructed
with interlocking lath sections formed from cold rolled steel strips not less than 0.9 mm. thick and 80 mm. wide
for shutters upto 3.5 mm., width not less than 1.25 mm. thick and 80 mm. wide for shutters 3.5 mm in width and
above unless otherwise specified.
Guide channels shall be of mild steel deep channel section and of rolled pressed or built up (fabricated) jointures
construction. The thickness of sheet used shall not be less than 3.15 mm.
Hood covers shall be made of M.S. Sheets not less that 0.92 mm. thickness 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 spring 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 raw plugs
and screws bolts etc.
The rolling shutters shall be of self rolling type up to 8 Sq.m. clear area without ball bearing and p to 12 Sq.m.
clear area with ball bearing. If the rolling shutters are larger, then 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
The shutters shall be completed with door suspension shafts, locking 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, flats etc. Either steel pulleys or ball bearing shall
be provided in every double channel. Unless otherwise specified the particulars of collapsible gate shall be as
(a) Pickets : These shall be of 20 mm. M.S., channels of heavy sections unless otherwise shown on drawings.
The distance center to center of pickets shall be 12 cms. with an opening of 10 Cms.
(b) Pivoted M.S. 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 manufactures from cold drawn steel wire “as drawn” or
galvanised steel conforming to I.S. 226-1975 with longitudinal and transverse wire securw4ely connected at
every intersection by a process of electrical resistance welding and conforming to I.S. 4948-1974. 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 size permit.
M-35. Expanded Metal Sheets :
The expanded metal sheets shall be free from flaws, joints, broken strands, laminations and other harmful surface
Expanded metal steel sheet shall conform to I.S. 412-1975, Except that blank sheets need not be with guaranteed
mechanical properties. The size of the diamond mesh of expended metal and dimensions of strands (width and
thickness) shall be as specified. The tolerance in nominal weight of expended metal sheets shall be of +
Expanded metal in panels shall be in one whole piece panel each as far as stock size permit. The expanded metal
sheets shall be coated with suitable protective coating to prevent corrosion.
M-36. Mild Steel Wire (Wire ) :
Mild steel wire may be galvanised, as indicated All 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 defects and shall conform to I.S. 280-1978.
M-37. Plywood :
The plywood for general purpose shall conform I.S. 303-1975. 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 right angle to the grain in the adjacent layer.
The Chief advantages of plywood over a signal board of the same thickness is the more uniform strength of the
plywood, along the length and width of the plywood and grater resistance to cracking and splitting with change
in moisture content.
Usually synthetic resins are used for gluing, pherolic resins are usually cured in a hot press which compresses
and simultaneously heats the plies between hot plates which maintain a temperature of 90 degrees C. to
degrees C. and a pressure of 11 to 14 kg/sq.cm. on the wood. The time of heating may be anything from 2 to
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 resins are used as adhesive finished by plywood must be exposed to an atmosphere of controlled
humidity until the proper amount of moisture has been absorbed.
According to I.S. 303-1975 the plywood for general purpose shall be of three grades BWR, WWR and CWR,
depending upon the adhesives used for bonding and veneers, and it will be further classified into six types namely
AA,AB,AC,BB,BC and CC based on the quality of the two faces, each face being of three kinds namely, A,B
and C, After pressing, the finished plywood should be reconditioned to a moisture content not less than 8 percent
and not more than 16 percent.
Thickness of plywood Boards :
Board Thickness Board Thickness Board Thickness Board Thickness
3 ply 3 mm. 5 ply 5 mm. 7 ply. 9 mm. 9 ply. 16 mm.
5 mm. 8 mm. 16 mm. 11 ply. 19 mm.
6 mm. 9 mm. 9 ply. 13 mm. 22 mm.
All glass shall be of the best quality free from specks, bubbles, smokes, veins, air holes blisters and other defects.
The king of glass to be used shall be 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 or different kinds of
glass 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 7.5 Kg/Sq.m. for panes upto 600 mm x 600 mm.
For panes larger than 600 mm. x 600 mm. and upto 800 m. x 800 mm. the glass weighing not less than
Kg/Sq.m. shall be used. For bigger panes upto 900 mm. x 900 mm. glass weighing not less than 11.25 Kg/Sq.m.
Sheet glass shall be patent flattened glass of best quality and for glazing and framing purposes shall conform to
I.S. : 1761-1960. Sheet glass of the specified colours shall be 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 specified it shall be ‘Polished patent plate glass’ of best quality. It shall have both the surface
ground flat 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 and type of glass shall be as per details on drawings or as specified or as directed.
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 specified 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 may be used. Thickness of glass shall not be less than 6 mm. Wired glass shall be of type and thickness as
M-39. Acrylic Sheets :
Acrylic sheet be of thickness as specified in the item and of an specified shape and size as the case may be.
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 of larger thickness. It shall be extremely resistant
to sunlight, weather and low 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 available in complete range of standard transparent, translucent and opaque colours. Sheets shall be of
such quality that they can be cut bent and jointed as desired. Solution for the joints shall be used as per the
requirement of manufacturer.
M-40. Particle board :
The particle boards used for face panels shall be of best quality free from any defects. The particle boards shall
be made with phenolmaldehyde adhesive. The particle boards shall conform to I.S. 3087-1965. “Specification
for wood particle board for general purpose”. The size and the thickness shall be as indicated.
M-41. Expanded polystyrene of framed stopper slabs :
The expanded polystyrene ceiling boards and tiles shall be approved make and shall be of size, thickness, finish
and colour as indicated. It shall be of high density and suitable for use as insulating material. The insulating
material shall be like slab of Thermocol etc.
M-42. Resin bonded fiber glass :
The resin bonded fiber glass tiles, or rolls shall be of approved make and shall be of sizes, thickness and finish
For test of Minerrak wool thermal insulation Blanket I.S. : 3144?1965 shall be followed.
Insulation wool blanket shall be with following coverings on one or both sides as indicated.
(1) Bituminised hessain Kraft paper for keeping out dust.
(2) Hessian cloth or Kraft paper for keeping out dust.
(3) G.I. wire netting, suitable for surface to be plastered over.
M-43. Fixtures and fastenings :
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