tender documents - jamia hamdard
TRANSCRIPT
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TENDER DOCUMENTS
Construction of Lift Well with Procurement, Installation &
Commissioning of 13 passengers, 5 stops lift (Kone, Schindler,
Mitsubishi) Left Side of Stair Case at Faculty of Science &
Administrative Building.
JAMIA HAMDARD HAMDARD UNIVERSITY
HAMDARD NAGAR
New Delhi – 110062
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I M P O R T A N T
The contractor should satisfy himself that no paper or document from this sealed file is
missing while submitting this tender.
QUOTATION/ TENDER ISSUED TO
_________________________________________________________________________________
___
_________________________________________________________________________________
___
ISSUING DATE:
_____________________________________________________________________
LAST DATE OF SUBMISSION: _____________________
DATE OF OPENING OF TECHNICAL BID: _____________________
DATE OF OPENING OF PRICE BID: _____________________
Jamia Hamdard (Hamdard University)
Hamdard Nagar
New Delhi-110062
Concerned Engineer- in-Charge.
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I N D E X
Page No.
1. N.I.T ……………………………………………………………..…………...4
2. Instructions to the Tenderers/ ………….…………………………………… 5-8
3. General Conditions of Contract …………………………………………… 9-21
4. Specification of Civil Work………………………………………………. 22-25
5. List of Approved materials (for Civil works)…….……………..……….26 to 31
6. List of Approved materials (for Electrical works)….………………………….32
7. Appendix………………………………………………………………………33
8. Format of Articles of Agreement……………………………….……….34 to 35
9. Application from Tendered……………………………………………………36
10. Schedule of Quantities for Civil work ………………………………..…37 to 42
11. Schedule of Quantities for Electrical work ..…………………….…..…43 To 44
12. Schedule of Quantities & Specifications of lift………………………….45 to 46
13. Drawings ……………………………………………………...…………48 to 50
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JAMIA HAMDARD
Hamdrd Nagar New Delhi-110062
Date: 03-07-2013
NOTICE INVITING TENDER
Sealed item rates tender in two bid system for below mentioned work from the interested
contractors and specialized agencies are invited. The applicants who possess necessary T&P and
have completed at least three works of similar nature during the last three years, TIN (number), Tax
clearance certificate etc. for proper execution of the job may apply. Applicants are required to
enclose the attested documents as evidence in support of the above conditions.
The tender documents can be downloaded form the website of Jamia Hamdard w.e.f. 04-07-2013
to 12-07-2013 A draft of Rs. 2,000/- should be enclosed along with tender and submit on or
before 15-07-2013 at 3:00 pm in the Office of the Purchase Section (Tender Box).
1. Name of work Construction of Lift Well with Procurement, Installation & Commissioning
of 13 passengers, 5 stops lift (Kone, Schindler, Mitsubishi).
2. Place of work Left Side of Stair Case at Faculty of Science & Administrative Building
3. Estimated cost Rs. 40,51,121.00
4. Earnest money Rs. 81,500.00
5. Cost of Tender Rs. 2,000/- (Non Refundable) Either Draft in Favour of “Jamia Hamdard” Payable, New Delhi or cash deposit at University “Finance Section”.
6. Date of Opening of Technical bid
15-07-2013 at 4:00 pm
7. Date of Opening of price bid
18-07-2013 at 4:00 pm
8. Completion Time 4 & half Months from the award of work
The Technical & Price bid will be opened in the presence of the interested parties and committee
members in the Office of the Registrar.
The earnest money should be deposited in favour of “Jamia Hamdard” payable “New Delhi” in the
form of Bank Draft or cash deposit at University Finance Section.
Failure to follow the required procedure will invite rejection of tender without assigning any reason.
(Dr. Firdous A. Wani) Registrar
Copy to: 1) Director, IQAC, to kindly upload the NIT on the University website. 2) HOD, Computer Centre for display on the university website. 3) P.A. to Finance Officer for kind information please. 4) P.A. to Registrar for information please. 5) PRO, for information and necessary action please. 6) In-charge Electrical & Concerned Engineer Civil for information & necessary action please. 7) Notice Board of Admin. Block.
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I. INSTRUCTIONS TO TENDERERS/QUATATIOIN
1.1 Sealed item rate tenders are inviting on behalf of the Registrar, Jamia Hamdard (Hamdard University), Hamdard Nagar, New Delhi-110062. Here in after called the ‘JAMIA HAMDARD’ by the In-charge (Civil) Jamia Hamdard (Hamdard University), Hamdard Nagar, New Delhi-110062 for the mentioned work from the approved and prelisted contractors. The Tender Document can be obtained from the Office of the Finance Section, Jamia Hamdard (Hamdard University), Hamdard Nagar, New Delhi-110062.
1. Name of Work Construction of Lift Well with Procurement, Installation & Commissioning of 13 passengers, 5 stops lift (Kone, Schindler, Mitsubishi).
2 Place of work Left Side of Stair Case at Faculty of Science & Administrative Building
3 Estimate Cost Rs. 40,51,121.00
4 Earnest Money Rs. 81,500.00
5 Time for Completion
4 & half Months from the award of work
6 Cost of Tender Rs. 2,000/- (Non Refundable)
1.2 Tenders not properly filled, mutilated with incorrect calculations or generally not complying
with the conditions may be rejected.
1.3 Tenderers should quote their rates both in figures and in words. The schedule of quantities as
mentioned must be fully priced and the total of each page along with carried over figures of
the previous page shall be given in ink and signed by the tenderer.
1.4 If the tender is submitted by or on behalf of a company incorporated under the Companies
Act (1959) it shall be signed by Managing Director or by one of the Directors duly authorized
on their behalf. It is submitted by a partnership firm it shall be signed with the Co-partnership
firm name by a member of the firm who shall sign his own name & give the name & address
of each partner of the firm and attach a copy of Power of Attorney with the tender authorizing
him to sign on behalf of the partners. A certified copy of the registered partnership deed shall
also be submitted along with the tender. The tender should be in the sealed cover. The
tenderer or their representative to be present at the time of opening of the tender documents.
1.5 The tender shall remain valid for acceptance for a period of 90 days from the date of opening
of the tender.
1.6 All tenders are requested to inspect the site of the proposed work before quoting rates. Site
will be handed over, as it is where it is and nothing extra shall be paid for cleaning and
disposal of Rubbish & Malba.
1.7 A schedule of approximate quantities for various items accompanies this tender. It shall be
definitely understood that the Jamia Hamdard does not accept any responsibility for the
correctness or completeness of the schedule in respect of items and quantities. This schedule
is liable to alteration by omission, deductions or additions at the discretion of the Jamia
Hamdard without affection the terms of contract without any extra claim on account of any
reason or reasons.
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1.8 All quoted rate shall include the cost of material and its transportation to the site, all taxes
such as Sales tax, Excise Duty, labour cess and Octroi and work contract tax etc. and the
fixing or placing position for which the items of work is intended to be operated as per
specifications.
1.9 No alterations shall be made by the tenderer in the instructions to the tenderer, Contract
Form, Conditions of the Contract, Drawings and specifications and if any such alterations are
made or any special condition attached the tender is liable to be rejected.
1.10 The acceptance of the tender rests with the Jamia Hamdard, who reserves the right of
rejecting any or all the tenders including the lowest tender without assigning any reasons
what so ever.
1.11 The Jamia Hamdard reserves the rights of accepting the whole or any part of the tender
received and the tenderer shall be bound to perform the same at the quoted rates.
1.12 Every tenderer shall furnish along with the tender, Latest Income Tax Clearance Certificate
and valid electrical & plumbing contractors license, failing which his tender is liable to be
rejected.
1.13 Defect liability period will be 12 months from the date of actual completion of the buildings.
The contractor shall be responsible to make good any defects that may occur within “Defects
liability Period”.
1.14 The contractor shall not be entitled to any compensation for any loss suffered by hindrance
on account of delays in commencing or executing the work, whatever the cause for such
delays may be including delays in procuring Government controlled or other materials.
1.15 The rates of different items are for all heights, depths, curvatures and width unless otherwise
specified against the item.
1.16 The detailed schedule of programmed in the form of a BAR CHART for the awarded work
shall be drawn and submitted by the contractor within 07 days of the acceptance of tender.
The work shall be progressed from month to month and completed in the order and according
to the Schedule after approval of the same by the Engineer-in-Charge. For this a Bar chart
showing the programmed and progress achieved will be submitted every month on the date
fixed by Engineer-in-Charge.
1.17 If the Jamia Hamdard wants to occupy areas in part, the contractor shall have to complete the
work of these areas in consultation with the Jamia Hamdard and handover the same without
affection any of the clause of contract agreement.
1.18 After acceptance of the tender the tenderer shall sign the necessary contract papers within 15
days from the receipt of the above information. In case of delay the “Earnest Money” may be
forfeited and the tender cancelled or the contract enforced as per the terms of the tender and
the tenderer shall thus be bound to execute the work even though the formal agreement has
not bee executed and signed.
1.19 Water and Electricity
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(a) Electricity: Temporary electric connections if required will be supplied by the Jamia
Hamdard. The necessary cabling and metering etc. will be done by the Contractor at his own
cost. He shall pay for the consumption at the prevailing rates of charges as per bills of D.V.B.
by the electrical department.
(b) Water: The Contractors to make their own arrangement of potable water for execution of
work and drinking for labours by or arrange from out side at their own cost. The contractors
will ensure by Laboratory test that water is fit for construction and drinking purpose. Test
report from the reputed /Govt. Laboratory shall be submitted to the department.
1.20 Weather: No extension of time will be allowed to the contractors due to weather conditions
prevalent in the area. The contractor is expected to take all the precautions at his own risk and
cost so that the workmanship the materials and progress of work are not affected in the
inclement weather.
1.21 Cleaning up & handing over: Upon completion of the work all the areas should be cleaned.
All floors, doors, windows, surface etc. shall be cleaned in manner that will render the work
acceptable to the Jamia Hamdard. All rubbish shall be removed from the site at any distance
with in the campus and for these items/work nothing extra shall be paid.
1.22. Reinforcement cutting & bending schedule: The contractor will have to prepare bar bending
schedule of reinforcement in triplicate and the same forwarded to Engineer-in-Charge for
approval reinforcement will have to be place strictly in accordance with approved structural
drawing & design only.
1.23. The drawings will be supplied by the Engineer-in-Charge to the contractor. Details/Drawings
if any required should be asked well in advance (minimum 7 days) in writing to Engineer-in-
Charge with copy to Jamia Hamdard. No claim of any kind will be entertained on account of
delay in supply any details, drawings.
1.24 Royalty, Octroi/Terminal taxes, sales tax, excise duty, labourcess, as per the nature of job and
work contract tax etc. shall have to be paid borne by the contractor on all the cost of materials
and labour etc. collected by them for the execution of the work to the revenue authorities of
State Government/Central Government which are enforce during the progress of the work.
Nothing extra shall be paid on this account by the Jamia Hamdard.
1.25 The contractor shall consult the Engineer-in-Charge regarding collection and keeping of basic
material required for the work. They should not stack any material in any place other than
those approved by the Engineer-in-Charge within the plot area.
1.26 The contractor shall not be allowed to possess any space or rooms inside the building.
1.27 The contractor shall pay to labour employed for execution of this contract/work, wages not
less than the fair wages as per provision of the contract labour (Regulation and abolition) Act,
1970 and contract labour Central Rules 1971 as amended time to time as wherever
applicable. He shall comply with stipulation of the Contract Labour Act/laws as applicable in
Delhi.
1.28 A site order book will be kept at the site of the work in which instructions shall be recorded
by Engineer-in-Charge or his representative. The contractor or his authorized agent shall sign
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the order book to acknowledge the Engineer-in-Charge instructions in all events and follow
the same.
1.29 Sample of each finishing items and other as desired shall also be prepared for approval of the
Engineer-in-Charge before the execution and nothing extra cost shall be paid towards
preparation of sample.
1.30 No work shall be done on National Holidays without instructions in writing of the Engineer-
in-Charge.
1.30.1 The contractors are requested to quote the workable and justifiable rate for every item either
quantity mentioned less or more. The tender in which absurd rates quoted it shall be liable to
be rejected.
1.30.2 The contractor’s quoted rates for external plaster and finishing items will be considered up to
16.00 m height from natural ground level. No extra payment shall be made to the contractor
in this account.
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GENERAL CONDITIONS OF CONTRACT
SPECIAL CLAUSE
1. NO ESCLATION FOR LABOUR & MATERIAL
During the entire course of construction upto handing over the completed project to the Jamia
Hamdard no escalation shall be paid to the contractor for increase in the cost of materials and
labour, thus there is no escalation clause in the contract.
SITE PREPARATION
The contractor should clean the site by removing the shurbs etc. for building layout and
construct the toilet for labour and construct boundary by fencing with G.I Sheet and make
separate gate for entry & exit. The contractor should supposed to provide a temporary site
office for the University engineering staff duly furnished and one room as testing labs fully
equipped by the testing machine etc. if necessary.
3. SITE INSPECTION
Every tenderer is expected to inspect the site of the proposed work before quoting his rates.
He must also go through and see the site of construction.
4. The Jamia Hamdard reserves the right to increase or decrease the quantum of work during
execution and the contractor is bound to execute the work on same rates, terms & condition.
5. Compensation of Workmen : In every case in which by virtue of the provisions of Section
12, sub-section (1) of the Workmen’s compensation Act, 1923 the Jamia Hamdard is obliged
to pay compensation to a workman employed by the Contractor, in execution of the works,
the Jamia Hamdard will recover from the Contractor, the amount of the compensation so paid
and without prejudice to the rights of the Jamia Hamdard under section 12, sub-section (2) of
the said Act, the Jamia Hamdard shall be at liberty to recover such amount or any part thereof
by deducting it from the Security Deposit or from any sum due by the Jamia Hamdard to the
Contractor whether under this contract or otherwise. The Jamia Hamdard shall not be bound
to contest any claim made against it under section 12, sub-section (1) of the said Act, except
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on the written request of the Contractor and upon his giving full security for all costs for
which the Jamia Hamdard might become liable in consequence of contesting such claim.
6. Labour Regulations : In every case in which by virtue of the provisions of the Contract
Labour (Regulations and Abolition) Act 1970 and the contract labour (Regulation and
Abolition) central rule Government is obliged to pay any amounts of wages to a workman
employed by the Contractor in execution of the work or to incur any expenditure in providing
welfare and health amenities required to be provided under the above said Act and the Rules
framed by Government from time to time for the protection of health and sanitary
arrangements for workers employed by Contractors, Jamia Hamdard will recover from the
Contractor the amount of wages so paid or the amount of expenditure so incurred; and
without prejudice to the right of the Government under Section 20 Sub-section (2) and
section 21, sub-section (4) of “The Contract Labour (Regulation and Abolition) Act, 1970”
Jamia Hamdard shall be liberty to recover such amount or any part thereof by deducting it
from the Security Deposit or from any sum due by Jamia Hamdard to the Contractor whether
under this arrangement or otherwise Jamia Hamdard shall not be bound to contests any claim
made against it under section 20 sub-section (1) and section 21 sub-section (4) of the said
Act, except on the written request of the Contractor and upon his giving to the Jamia
Hamdard full security for all costs for which Jamia Hamdard might become liable in
contesting such claim.
7. Labour Act – License: The Contractor shall obtain a valid license under the Contract Labour
(R&A) Act, 1970 and the Contract Labour (Regulation & Abolition) Central Rules 1971 or
the rules relevant to the site/state before the commencement of the work, and continue to
have a valid license until the completion of the work. Any failure to fulfill this requirement
shall attract the penal provisions of this contract arising out of the resultant non-execution of
the work. He will maintain all records required as per relevant Contract Labour (R&A) Act
and submit the required returns to Competent Authority. All labour records of contractors
will be open for inspection by Engineer-in-Charge and labour office.
8. No labour below 18 years: No labour below the age of eighteen years shall be employed on
the work.
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9. Payment of wages.
a) The Contractor shall pay to labour employed by him either directly or through sub-
contractors wages not less than fair wages prescribed by State Administration or as
defined in the provisions of the Contract Labour (Regulation & Abolition) Act 1970
and the Contract Labour (Regulation & Abolition) Central or relevant rules as
applicable.
b) The Contractor shall, notwithstanding the provision of any contract to the contrary,
cause to be paid fair wages to labourers indirectly engaged in the work, including any
labour engaged by his sub-contractors in connection with the said work, as if the
labourers had been immediately employed by him.
c) In respect of all labour directly or indirectly employed in the works for performance
of the Contractor’s part of this agreement the Contractor shall comply with or cause to
be complied with the Labour Regulations made by Government from time to time in
regard to payment of wages, wage period, deductions from wages, recovery of wages
not paid and deductions unauthorizedly made maintenance of wage books, wage slips,
publications of scale of wages and other terms of employment, inspection and
submission of periodical returns and all other matters of the like nature.
d) The Engineer-in-Charge shall have the right to deduct from the moneys due to the
Contractor any sum required or estimated to be required for making good the loss
suffered by a worker or workers by reason of non-fulfillment of the conditions of the
contract for the benefit of the workers, non-payment of wages of deductions made
from his or her wages which are not justified by their terms of the contract or non-
observance of the Regulations.
e) The Contractor shall indemnify the Jamia Hamdard against all payments to be made
under and for observance of the Regulations aforesaid without prejudice to his right to
claim indemnify from his sub-contractors.
f) The regulations aforesaid shall be deemed to be a part of this contract and any breach
thereof shall be deemed to be a breach of this contract.
g) The Engineer-in-Charge may require the contractor to dismiss or remove from the site
of the work any person or persons in the Contractors employ upon the work who may
be incompetent or misconduct himself and the Contractor shall forthwith comply with
such requirements.
h) It shall be the responsibility of the Contractor to see that the building under
construction is not occupied by anybody unauthorized during construction and to
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handover to the Engineer-in-Charge vacant possession of complete building. If such
building though completed, is occupied illegally then the Engineer-in-Charge will
have the option to refuse to accept the said building/buildings in that position and
delay in acceptance on this account will be treated as delay in completion and for such
delay a levy upto 5% of the estimated cost put to the tender may be imposed by the
Engineer-in-Charge whose decision shall final both with regard to the justification
and quantum.
However the Jamia Hamdard may require the Contractor through a notice to remove
the illegal occupation any time on or before construction and delivery.
10. Minimum Wages Act
The Contractor shall comply with all the provision of the Minimum Wages Act, 1948
Contract Labour (Regulation & Abolition) Act 1970 and rules framed there under and other
labour laws affecting contract labour that may be brought from time to time.
Signature of Contractor with Seal
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11. Determination of Contract
The Jamia Hamdard on the advice of the Engineer-in-Charge without prejudice to his right
against the contractor in respect of any delay or inferior workmanship or otherwise or to any
claims for damage in respect of any breaches of the contract and without prejudice to any
rights or remedies under any of the provisions of this contract or otherwise whether the date
of completion has or has not elapsed by the notice in writing absolutely determine the
contract in any of the following cases: -
a) If the contractor having been given by The Engineer-in-Charge a notice in writing to rectify,
reconstruct or replace any defective work or that the work is being performed in any
inefficient or otherwise improper or unworkman like manner and he fails to comply with the
requirements of such notice for a period of 7 days, or if the contractor shall delay or suspend
the execution of the work or execution of coordinated works civil or all other services so that
in the judgment of the Engineer-in-Charge (which shall be final and binding) either he will be
unable to secure completion of the work or unable to give proper workmanship by the date
for completion or he has already failed to complete the work by the date.
b) If the contractor being a company shall pass a resolution or the Court shall make an order that
the Company shall be wound up or if a receiver or a Manager on behalf of a creditor shall be
appointed or if circumstances shall arise which entitle the court or creditor to appoint a
receiver or a Manager or which entitles the court to make a winding up order.
c) If the contractor commits breach of any of the terms and conditions of his contract.
d) If the contractor commits any act mentioned in clause 21 hereof or sublets any portion of the
work.
e) If the contractor (signatory of the agreement) himself (in the event of non-co-operation of the
contractor’s engineer/site representative) fails to attend the site to receive and comply with
the Engineer-in-Charge instructions.
When the contractor has made himself liable for action under any of the cases aforesaid the
Jamia Hamdard shall have powers as under
To determine or rescind the Contract as aforesaid (of which the termination or recession
notice in writing to the contractor under the hands of the Jamia Hamdard shall be conclusive
evidence. Upon such determination or recession the Security Deposit of the Contractor shall
stand forfeited by the Jamia Hamdard. Contractor shall have no claim thereon.
f) The Engineer-in-Charge /Jamia Hamdard shall get the balance work executed through any
other agency, in any manner as considered fit. The contractor shall be allowed a period of one
month to remove from the premises all tools, plants, machinery, staff, office and materials,
stores, except the materials and stores on which secured advance has been paid.
Having issued the notice of rescinding/termination of the contract, by the Jamia Hamdard, the
Engineer-in-Charge or through his site engineer will get the final measurements done for the
entire work till then executed under the contract and get the final bill prepared based on joint
measurements of items executed at site, there from adjusting the cost of defects and
incomplete items partly executed and partly left out based on market rates. Engineer-in-
Charge decision regarding defects and extent of incomplete item shall be final and binding on
the contractor. The Engineer-in-Charge shall determine the market rate taken for purposes of
above, which shall be final and binding on the contractor. No claim of any idle labour shall
be considered in any circumstances.
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12. Contractor liable to pay compensation
In any case in which the powers vested in Jamia Hamdard by clause 3 above shall have
become exercisable and the same not exercised, the non-exercise thereof shall not constitute
“Waiver” and the liability of the
Contractor for compensation shall remain unaffected. In the event of the Jamia Hamdard
putting in force the powers under Clause 3, Jamia Hamdard by notice in writing shall have
powers to order the contractor or his authorized agent to remove all tools, plants,
scaffoldings, staff, office, materials and stores (excepting the materials and stores on which
secured advance has been paid) from the premises within a period of one month an clear the
site. After expiry of the one months period allowed clearing the site, the site shall be deemed
to have been cleared and contractor shall have no claim of any kind.
The Jamia Hamdard’s decision shall be final and binding on the contractor.
After one month’s period, the work shall be got executed through any other agency or as
considered expedient, irrespective of the fact that there may be pending matters whatsoever
of any kind.
13. Time Extension
If the contractor shall desire an extension of time for completion of the work in the grounds
of his having unavoidably hindered in his execution or on any other ground, he shall apply in
writing to the O.S.D. (E&M)/Executive Engineer within 07 days of the date of hindrance on
account of which he desires such extension as aforesaid and the Engineer-in-Charge shall, if
in his opinion (which shall be final) reasonable grounds be shown therefore may grant
provisional extension to the extent considered reasonable and proper recommended to the
Jamia Hamdard for approval of such extension of time, if any, as may, in his opinion, be
necessary or proper.
14. Completion Certificate
Within ten days of the completion of the project, the Contractor shall give notice of such
completion to the Engineer-in-Charge and within thirty days of the receipt of such notice the
Engineer-in-Charge shall inspect the work and if there is no defect in the work and project
completed in all respect and mentioned under definition shall furnish the contractor with a
certificate of completion otherwise a provisional certificate of completion indicting defects
(a) to be rectified by the Contractor and/or (b) for which payment will be made at reduced
rates shall be issued but no certificate of completion, provisional or otherwise shall be issued
nor shall the work be considered to be completed until he contractor shall have removed from
the premises on which the work shall be executed all scaffolding, surplus materials, rubbish
and all huts and sanitary arrangements require for his/their work people on the site in
connection with the execution of the work as shall have been erected or constructed by the
contractor(s) and cleaned off the dirt form all wood work, doors, windows, walls, floors or
other parts of the buildings. If the Contractor shall fail to comply with the requirements of
this clause as to removal of scaffolding, surplus materials, and rubbish and all huts and
sanitary arrangements as aforesaid and cleaning of the work, the Engineer-in-Charge acting
for the Jamia Hamdard may at the expense of the Contractor remove such scaffolding,
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surplus materials and rubbish etc. and dispose of the same as they think fit and clean off the
site as aforesaid and the Contractor shall have no claim in respect of any such scaffolding or
surplus materials as aforesaid except for any such actually realized by the sale thereof. The
Engineer-in-Charge shall furnish completion certificate for any part work with a different set
completion date on the same lines and subject to the Contractor, cleaning the said finished
part work in the manner stated above.
15. Payment of Intermediate Certificate
The Contractor will be entitled to receive a running account payment by submission of
running account bill along with the detail of measurements of work done to the site engineer,
provided the gross (amount of work done in the month/week should not be less than 5.0 lacs
for civil, supply of furniture, sanitary and plumbing work etc. Running bills shall be prepared
based on joint measurements of individual item executed at site by the Site- Engineer-in-
charge and the authorized representative of the contractor duly accepted in the M.B.
thereafter the contractor shall prefer the bill based on measurement details in M.Bs, in
quadruplicate on standard printed forms and forward to the Site Engineer-in-charge, who will
forward the same to the Jamia Hamdard for payment within 15 days.
But all such intermediate running payments shall be regarded as payments by way of advance
against the final payment only and not as payments for work actually done & completed and
shall not preclude the requiring of bad, unsound and imperfect or unskilled work to be
removed and taken away and reconstructed or re-erected or be considered as an admission of
the due performance of the Contract, or any part thereof in any respect or the accuring of any
claim, nor shall it conclude determine or affect in any way the powers of the Engineer-in-
Charge under these conditions or any of them as to final settlement and adjustment of the
accounts or otherwise or in any other way vary or affect the contract.
The final bill based on joint measurements prepared after joint inspection of the complete
project as per contract and acceptance thereof by the Engineer-in-Charge, shall be submitted
by the Contractor within one month of the date fixed for completion of the work or of the
date of certificate of final completion furnished by the Engineer-in-Charge and payment shall
be made within three months thereafter if there shall be any dispute about any item or items
of the work then the undisputed item only shall be paid within 6 months. The contractor shall
submit a list of disputed items within 30 days from disallowance thereof and if he fails to do
this, his claim shall be deemed to have been fully waived and absolutely extinguished.
16. Joint Measurements – Counter signature of Contractor
If the Contractor fails to countersign the joint measurements, or fails to record the difference
within a week of verification by the Site Engineer-in-charge in the manner required then in
any such event the measurement as recorded in MB’s by the Site Engineer-in-in-charge shall
be final and binding on the Contractor and the contractor shall have no right to dispute the
same.
17. Insurance
The contractor shall at the time of signing the contract obtain at his expenses, an insurance
cover for the following:
a) Block insurance for workmen compensation during execution of the work for the employees
of the contractor/sub-contractor, number of blacksmiths, carpenters, masons, labour etc. but
names of the employees not required.
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b) The work including materials tools & plants the Engineer-in-Charge, Jamia Hamdard, Site
Engineer and their representatives at the site.
c) Any member of the public or other third party, in respect of any damage/loss, which may
arise during execution of work.
The insurance cover for all risk will take from the office of Nationalized Insurance Company
approved by the Engineer-in-Charge. In the joint names of the Jamia Hamdard and
Contractor (the name of the Jamia Hamdard being placed first in the policy) for the full
amount of the contract and for any further sum if required to do so by the Engineer-in-Charge
from time to time. All premiums shall be borne by the contractor.
In default the Jamia Hamdard may so ensure and may deduct the premium paid from any
money due or which may become due to the contractor.
The Jamia Hamdard through the Engineer-in-Charge shall be at liberty and empowered to
deduct the amount of any damage, compensation, costs, charges and expenses arising or
accuring from or in respect of any such claim or damage, from any sum or sums due to the
Contractor.
18. Supply of materials by Jamia Hamdard
No material will be supplied by the Jamia Hamdard unless specifically for in any item of the
schedule.
19. Removal of Sub-standard Materials
The Engineer-in-Charge at site shall have full powers to require the removal from the
premises of all materials which in his opinion are not in accordance with the specification
make and standard of the contract and in case of default the contractor shall not be paid for
the work in which such materials were used. The Engineer-in-Charge/Site Engineer-in-cahrge
shall also have full powers for other proper materials to be substituted thereof at risk & cost
of contractor. The Engineer-in-Charge decisions shall be final binding.
20. Secured Advance
The Contractor on signing an indenture in the specified format shall be entitled to be paid
during the progress of the execution of the work secured advance 75% of the estimated
market value of any materials which are in the opinion of the Engineer-in-Charge non-
perishable and are in accordance with the contract and which have been brought on the site in
connection therewith and are adequately stored and/or protected against damage by weather
or other causes but which have not at the time of advance been incorporated in the works.
When materials on account on which an advance has been made under this clause are
incorporated in the work the amount of such advance shall be deducted from the next
payment made under any of he clause or clauses of this contract.
21. Work to be executed in accordance with specifications, drawing and site orders etc.
The Contractor shall execute the whole and every part of the work in the most substantial and
workmanlike manner and both as regards materials and otherwise in every respect in strict
accordance with the specification. The contractor shall also conform exactly, fully and
faithfully to the designs, drawings and instructions in writing in respect of the work, signed
17
by the Engineer-in-Charge and the contractor shall be furnished free of charge one copy of
the specifications and of all such designs, drawings and instructions as are not included in the
Central Public Works Department compilation entitled “Specification 1996 Vol. I to VI with
correction slips upto date”.
22. Alternation in specification and orders etc.
The Engineer-in-Charge shall have power to make any alteration in omissions, from additions
to or substitutions for the original specifications, drawings, designs and instructions that may
appear to him to be necessary during the progress of the work and the contractor shall carry
out the work in accordance with any instructions which may be given to him in writing
signed by the Engineer-in-Charge, and such alterations, omissions, additions or substitutions
shall not invalidate the contract and any altered, additions or substituted work which the
contractor may be directed to do in the manner above specified as part of the work shall be
carried out by the Contractor on the same conditions in all respect on which he agreed to do
the main work. The time for the completion of the work shall be extended in the proportion
that the altered, additional or substituted work bears to the original contract work and the
certificate of the Engineer-in-Charge shall be conclusive as to such proportion. Over and
above this a further period to the extent of 25% of the time so extended shall be allowed to
the contractor. The rates for such additional altered or substituted work under this clause shall
be worked out in accordance with the following provisions in their respective order.
a) If the rates for this additions, altered or substituted works are specified in the contract for the
work, the contractor is bound to carry out the additional altered or substituted work at the
same rates as are specified in the contract for the work.
b) If the rates for the additional altered or substituted work are not specifically provided in the
contract for the work the rates shall be derived from the rates for a similar class of work as
are specified in the contract for the work.
c) If the altered, additional or substituted work includes any work for which no rates is specified
in the contractor for the work in the contract, then such work shall be carried out at the rates
entered in Schedule of rates DSR – 1997 minus/plus percentage which the each item of head
bears to the estimated cost of the entire work put to tender.
d) If the rates for the altered, additional or substituted work cannot be determined in the manner
specified in sub-clauses (i) to (iii) above, then the contractor shall within 7 days of the date of
receipt of order to carry out he work, inform the Engineer-in-Charge of the rate which it is his
intention to charge for such class of work supported by analysis of the rate or rates claimed
and the Engineer-in-Charge shall on the recommendation of the Site Engineer there on
determine the rate or rates on the basis of prevailing market rates and pay the contractor
accordingly, however, the Engineer-in-Charge, by notice in writing, will be at liberty to
cancel his order to carry out such class of work and arrange to carry it out in such manner as
he may consider advisable. But under no circumstances the contractor shall suspend the work
on the plea of non-settlement of rates of extra or such items following under this clause.
23. No compensation for alteration in or restriction of work to be carried out
If at any time after the commencement of the work the Jamia Hamdard shall for any reason,
whatsoever, not required the whole thereof as specified in the contract to be carried out, the
Jamia Hamdard shall give notice in writing of the fact to the contractor who shall have no
18
claim to any payment of compensation, what-so-ever, on account of any profit or advantage,
which he might have derived from the execution of the work in full but which he did not
derive consequence of the full amount of the work not having been carried out neither shall
he have any claim for compensation by reason of any alterations have been made in the
original specification, drawings, designs and instructions which shall involve any curtailment
of the work as originally contemplated.
Provided that the contractor shall be paid the charges on the carriage only of materials
actually and bonafied brought to the site of the work before the abandonment or curtailment,
of the work or any portion thereof and then have to be taken back by the contractor, provided
however, that the Engineer-in-Charge shall have in all such cases the option of taking over all
or any such materials at their purchase price or at local current rates whichever may be less.
24. Action and Compensation payable in case of bad work
If it shall appear to the Engineer-in-Charge or his representative or the Site Engineer or Chief
Technical Examiner doing technical audit of the work for the Jamia Hamdard that any work
has been executed with unsound, imperfect or un-skilful workmanship or with materials of
any inferior description or that any materials or articles provided by him for the execution of
the work are unsound or of a quality inferior to that contracted for or otherwise not in
accordance with the contract, the Contractor shall on demand in writing from Engineer-in-
Charge, which shall be made within six months of the completion of the work, specifying the
materials or articles complained of not withstanding that the same may have been passed
certified for forth with rectify, or remove and re-construct the works as specified in whole or
in part, as the case may require or as the case may be remove the materials or articles so
specified and provide other proper and suitable materials or articles at his own cost, and in
event of his failing to do so within a period of 15 days as specified by the Engineer-in-Charge
in his demand aforesaid, then the Contractor shall be liable to pay compensation to the Jamia
Hamdard at the rate of 2000/- per day of the Contractors failure to do so continuous subject to
maximum of 10% if tendered value of work and in the case of any such failure the Engineer-
in-Charge may get rectify or remove and replace with others, the materials or articles
complained of, as the case may be at the risk and cost in all respect of the Contractors and the
decision of the Engineer-in-Charge is final and binding.
25. Work to be opened for inspection
All work under or in course of execution of executed in pursuance of the contract shall at all
times be open to the inspection and supervision of the Engineer-in-Charge, Site Engineer and
authorized subordinates and the contractor shall at all times present himself or his authorized
Engineer to receive order and instruction. The Contractor (signatory of agreement) on receipt
of notice from the Engineer-in-Charge shall present himself at the site at the specified date
and time.
26. Damages and rectifications or Defect in defect liability period
If the Contractor or his working people or servants shall break, deface, injure/destroy any part
of building in which they may be working or any building, road, road curb, fence, enclosure,
water pipe, cable drains, electric or telephone post of wire, trees, grass or grass land, or
cultivated ground contiguous to the premises on which the work or any part of it is being
executed, or if any damage shall happen to the work while in progress from any cause what
19
ever or if any defect shrinkage or other faults appear in the work within 06 (six) months after
certificate final or otherwise of its completion shall have been given by the Engineer-in-
Charge as aforesaid arising out of defective or improper materials workmanship the
Contractor shall upon a receipt of a notice in writing in that behalf make the same good at his
own expense or in default the Engineer-in-Charge may cause the same to be made good by
other workmen and deduct the expense from any same good at his own expense or in default
the Engineer-in-Charge may cause the same to be made good by other workmen and deduct
the expense from any sums that may be then or at any time thereafter may become due to the
Contractor or from his security deposit.
The Security Deposit of the Contractor shall not be refunded before the expiry of 06 (six)
months for the work and 03 months for the supply of furniture after the issued of the
Certificate final or otherwise or completion or work, or final bill has been prepared & passed
whichever is later. Half of the Security Deposit will be refunded after 03 months of
completion and the remaining half after 06 months of issue of the said certificate of
completion or after the final bill has been prepared and passed, whichever is later.
27. Work not to be sublet
If the Contractor shall assign or sublet this contract, or attempt so to do or become solvent or
commence any insolvency proceedings of, if any bribe, gift, loan, given promised or offered
by the Contractor to any person in the employ of Jamia Hamdard or Engineer-in-Charge then
the Engineer-in-Charge on behalf of Jamia Hamdard shall have power to action under No. 3
28. Works to be under direction of Site Engineer
All works to be executed under the contract shall be executed under the direction and subject
to the approval of the site engineer-in-charge and Executive Engineer.
29. Termination without compensation
Without prejudice to any of the rights or remedies under this contract, if the contractor dies,
the Engineer-in-Charge acting on behalf of the Jamia Hamdard shall have the option of
terminating the contract without compensation.
30. Arbitration for settlement of disputes
Except where provided other wise in the contract all disputes arising out of this contract shall
be referred to the Sole Arbitrator to be appointed by the Vice Chancellor Jamia Hamdard
whose award shall be final and binding on both parties.
It will be no objection to any such appointment that the arbitrator or appointed is a Jamia
Hamdard Employee that he had to deal with the matters to which the contract relates and that
in the course of his duties as Jamia Hamdard servant he had expressed views on all or any of
the matters in dispute of difference. The Arbitrator to whom the matter is originally referred
being transferred or vacating his office or being unable to act for any reason, such Vice
Chancellor as aforesaid at the time of such transfer, vacation of office or inability to act, shall
appoint another person to act as Sole Arbitrator in accordance with the terms of the contract.
Such persons shall be entitled to proceed with the reference from the stage at which it was
left by h is predecessor. It is also a term of this contract that no person other than a person
appointed by “The Head” as aforesaid should act as Arbitrator and if for any person, that is
20
not possible, the matter is not be referred to Arbitration at all. In all cases where the amount
of the claim in dispute is Rs. 75,000/- (Rupees Seventy five thousand only) and above the
Arbitrator shall give the reasons for the award.
Subject as aforesaid the provisions of the Arbitration Act, 1996 or any statutory modification
or re-enactment there of and the rules made there under and for the time being in force shall
apply to the Arbitration proceeding under this clause.
It is a term of the contract that the party invoking Arbitration shall specify the dispute or
disputes to be referred to Arbitration under this clause together with the amount or amounts
claimed in respect of each such dispute.
It is also a term of the contract that if the Contractor does not make any demand for
Arbitration is respect of any claim in writing within 90 days or receiving the intimation from
the Jamia Hamdard that the final bill is ready for payment, the claim of the Contractor will be
deemed to have been waived and absolutely barred and the Jamia Hamdard be discharged and
released of all liabilities under the contract in respect of those claims.
The Arbitrator may from time to time with consent of the parties enlarge the time, for making
and publishing the award.
The decision of the Engineer-in-Charge regarding the quantum of reduction as well as
justification there of in respect of rates for sub standard work which may be decided will be
final and would not be open to Arbitration.
31. Water and Electricity for execution
1. Water required for the execution of work shall be arranged by the Contractor.
2. Electricity will be arranged by the Contractor at his own cost from the taping point of
existing source of University and pay the consumption charges as per BSES Rajdhani
Power Ltd. rates through the electrical department, if the electricity used by the
contractor from the Jamia Hamdard.
32. Execution by specialized firms who supply the material
The contractor shall make arrangements for the execution/supervision of the specialized item
of work by the firm supplying the special items/chemical bitumen etc.
33. Taxes paid by Contractor
(i) Sales Tax or turn over tax on work, octroi levied by any statutory local body/State
Govt. /Central Govt. or any other tax on materials in respect of his contracts shall be
payable by the Contractor and Jamia Hamdard shall not entertain any claim
whatsoever in this respect. Income tax as per the prevailing/ govt. notification from
gross value of each bill shall be deducted by the Jamia Hamdard who shall issue
certified I.T deduction to Contractor with bill payment.
(ii) If pursuant to or under any law such notification or order any royalty/, labour cess, fee
or the like becomes payable by the contractor in respect of any material used by the
Contractor on the works, in such case, it shall be lawful to the Jamia Hamdard and it
will have the right and be entitled to recover the amount paid in the circumstances as
aforesaid from the dues of the Contractor.
21
(iii) 1% Labour Cess as per the govt. notification will be deducted from the each running
bill of the contractor if applicable as per the nature of job.
(iv) The taxes on the supply of furniture items and other related misc. items will be
deducted as per the Govt. prevailing norms/notification, if applicable.
Signature of Contractor with Seal.
22
SPECIFICATION OF CIVIL WORK.
I GENERAL
1. In case where the specifications given below are found wanting the latest I.S. specifications
shall hold good.
2. Wherever reference has been made to Indian Standard or any other specifications the same
shall mean to refer to the latest specifications irrespective of any particular edition of such
specification being mentioned in the specifications below or Schedule of quantities.
II WORKMANSHIP
The workmanship shall be the best of its kind and shall conform to these specifications as
given. In case nothing is specified in these specifications the Indian Standard specifications
in every respect and where I.S.I. is also silent latest trade practices shall prevail subject to the
approval of the Engineer-in-Charge. All materials or workmanship, which in the opinion of
the Engineer-in-Charge is defective or unsuitable, shall be removed immediately form the site
and shall be substituted with proper material and or workmanship forthwith.
III MATERIALS
GENERAL:
(a) All materials shall be best of their kind and shall conform to the latest Indian Standard.
(b) All materials shall be of approved quality as per samples and form origins approved by the
Engineer-in-Charge.
(c) A set of specimen samples of all approved materials shall be kept in bottle of otherwise at
site, cost of with to be borne by the Contractor.
1. Cement shall comply with the latest specifications I.S. – 269/I.S. 1489. Fully or partly Set
cement shall be rejected. One bag of cement shall weigh 50 Kgs. Cement shall be stored in
pucca godown with raised floor and should be water fight. The bags shall be stored in stacks
of not more than 10 bags with clearance around sufficient to enable inspection and periodical
counting. Cement shall be utilized only for the work for with it is allotted.
2. a) M.S. Reinforcement shall be mild steel and plain rounds conforming to IS: 432- 1966.
b) Cold Twisted bars shall be conforming to IS: 1786 – 1979.
3. Stacking and Storage. Steel reinforcement shall be stored in a way as to prevent distortion
and corrosion. Bars of different classifications, sizes and lengths shall be stored. Separately to
facilitate issues in such sizes and lengths as to minimize wastage in cutting from standard
lengths.
4. Coarse Sand shall be either river sand or pit-sand, clean, sharp, strong, angular and
composed of hard siliceous materials. It shall be obtained form quarries approved by the
Engineer-in-Charge. Its grading shall be within the limits or grading Zone III. When the
grading falls outside the percentage limits prescribed for the sieves other then 600 micron,
300 micron and 150 micron (I.S.) sieves by not more than 5% it shall be regarded as falling
23
within the zone. This five percent can be split up: for example it could be one percent of each
of three sieves and two percent on another, or four percent on one sieve and one percent on
another.
The maximum quantity of silt shall be not exceeding 8%.
5. Fine Sand shall be natural river sand. Its grading shall be within the limits of grading zone
IV (Table 1). When the grading falls outside the percentage limits prescribed for the sieves
other than 600 micron, 300 micron and 150 micron (I.S.) sieves by not more than 5% it shall
be regarded as falling within the zone. This 5% can be split up: for example it could be one
percent on each of three sieves and two percent on another or 4% on one sieve sand one
percent on another. The maximum quantity of silt shall be not exceeding 8%.
Note: Jamuna sand available in Delhi corresponds to zone V as guideline fine sand
confirming to Zone IV. Can generally be obtained by mixing one part of Badarpur sand and
two parts of Jamuna sand (by volume).
6. Bricks shall be local best quality approved by the Engineer-in-Charge, well burnt, sound,
hard, square and with sharp arises and shall give a ringing sound when struck with a mallet,
the average water absorption shall give a ringing sound when struck with a mallet. The
average water absorption shall not be more than 20% by weight after 24 hours immersion in
water.
7. Glazing Glass shall be patent flattened sheet of glass of approved make of the best quality
plain or ground glass, free from flaws, specks, bubbie.
8. Mosaic Tiles shall be 20to 22 mm thickness as specified and shall conform to I.S. 1237 –
1959. The chips used shall be of approved color and must be marble chips. The size of chips
shall be 6 to 3 mm. The top layer of mosaic tiles shall be not less than 6mm thickness, and
must be compacted by vibration before pressure is applied. The color must be permanent and
fast to the action of light, alkali and weather and shall be chemically inert and free from
adulterants likely to cause chemical action on cement Tolerances, on length and breadth shall
be plus or minus one millimeter, tolerance on thickness shall be plus 5 mm.
9. Timber shall be of best quality as specified in the schedule of quantities. Kiln seasoned. Free
from sap wood, sound straight, free from large and loose knots, cracks, shakes and any
appearance of rot and any other defect and shall not be placed in position covered in the wall
or ground unless it has been approved by Engineer-in-Charge. The maximum permissible
limits of moisture content shall conform to IS: 287 – 1973.
10. Flush Doors shall be of kiln-seasoned timber, of solid core construction with a frame. Lock
rail and well balanced breaking and shall be faced with high quality commercial or teak
veneering as specified. They shall be thermo setting synthetic resin bound. The flush doors
shall be of approved make with 35 mm minimum teakwood lipping glued and machine
pressed along with core.
11. Steel windows and doors shall be made from ll. Steel sections of approved make free form
rolling defects. All steel doors and windows shall conform to IS: 1038 – 1975 unless
otherwise provided. Steel section should be cold straightened and such as to be easily
punched and welded.
12. Marble stone slabs shall be of the kind specified in the schedule of quantities conforming to
samples approved by the Engineer-in-Charge. The marble slabs shall be machine cut to
required dimensions. The marble slabs shall be of selected quality, hard, sound, dense and
homogeneous in texture, from cracks, decay, weathering and flaws.
13. Tar Felts shall comply with IS: 1322 – 1970 of Hessian base type- 3, Grade – I, or type – 3
grade – II of approved well known make, unless otherwise specified
24
14. Paints shall be of standard manufacture approved by Engineer-in-Charge conforming to the
latest Indian Standards for various paints.
15. Water shall be clean and free from excessive salinity, impurities/ingredients and other
harmful masters duly feasted in an approved Laboratory declared suitable for construction
purpose and as approved by Engineer-in-Charge.
16. Testing of materials and works: As and when required by the Engineer-in-Charge the
Contractor shall arrange to test materials and /or parsons or works at his own cost to prove
their soundness and efficiency. If after tests any materials, work or portions of work are
considered defective or unsound by the Engineer-in-Charge the contractor shall remove the
defective material from the site, pull down and re-execute the works at his own cost to the
satisfaction of the Engineer-in-Charge, To prove, that the materials used are as specified the
Contractor shall furnish to Engineer-in-Charge with original vouchers on demand.
The measurements shall be exact length, breadth and depth ordered by the Engineer-in-
Charge or as shown or figured on the drawing and after the concrete is consolidated.
2. REINFORCED CEMENT CONCRETE WORK
Cement concrete shall be of specified grade or volumetric mix as indicated. Cement concrete
and reinforced cement concrete shall be provided in accordance with IS: 456-1978.
2.1. volumetric mix concrete: For volumetric mix concrete the proportions of cement and
aggregate are defined by bulk. Volumetric mix shall be designated as 1:2:4 or 1:1.5:3 etc. the
figures denote the relative proportions of cement fine aggregate in dry condition and graded
necessary allowance shall be made for bulking. To determine bulk 50 Kg of cement shall be
taken as equal to 0.035 cubic meter. Quantities of fine and coarse aggregates shall be
determined by volume separately and accurately in proper gauge boxes measuring 40x35x25
cm.
2.2 The grading of coarse and fine aggregate shall be checked as frequently as possible the
frequency for a given hob being determined by the Engineer to ensure that specified is
maintained.
Where aggregates supplied are not graded, different sizes shall be blended in right
proportions different sizes being stacked in separate stockpiles. Water cement ratio shall be
maintained at its correct value.
2.3 Mixing: Concrete shall be mixed in a mechanical mixer. The mixing shall be continued until
there is a uniform distribution of the materials and the mass is uniform in color and
consistency. If there is segregation after the unloading from the mixer the concrete shall be
remixed, the mixing time may be taken as 1.5 to 2 minutes.
3. Form Work
3.1 Materials: Formwork shall be of timer. Alternatively contractor may provide from work of
ply wood, timber with steel sheet lining or steel plate stiffened by steel angels without any
price adjustment. The formwork shall be for rough finish.
The formwork shall be rigid and as constructed as to retain the shape and dimension of the
member being cast. It shall have sufficient strength and rigidity to withstand the load of
25
concrete, vibrati0ns, movement of men, materials and plants beyond permissible limits,
before concreting is started the propos and wedger shall be thoroughly checked to see that
these are intact and are not loose, care shall be taken that props and wedges do not get loose
for the minimum period specified for removal of form work.
3.2 Propping and Centering: The props shall consist of ballies, steel sections. The ballies shall
be placed at spacing of 1 to 1.2 meter and shall rest squarely on wooden sole plats. Double
wedges shall be provided between sole plate and the wooden prop, so as to facilitate
tightening and easing of shuttering with out jarring the concrete.
The case of multistoried structures the weight of concrete and formwork of any upper floor
shall be suitably supported on at least two floors below the same.
In case the height of centering exceeds 3.5 meters the props may be provided in multistage.
3.3 Stripping time: Forms shall not be struck until the concrete has attained a strength at least
twice the stress to which concrete may be subjected to at the time of removal of formwork in
normal circumstances and where ordinary Portland cement is used, forms shall generally be
removed after expiry of the following periods:
a) Slabs (props left under) 3 days
b) Walls, columns and vertical faces of all structural members 2 days
c) Beam soffits (props left under) 7 days
d) Removal of props under slab
(1) Spanning upto 4.5 m 7 days
(2) Spanning over 4.5 m 14 days
e) Removal of props under beams & arches
(1) Spanning upto 6 m 14 days
(2) Spanning over 6 m 21 days
In case of bad weather, the Engineer may increase these periods.
3.4 Scaffolding:
Single Scaffolding shall be used.
Holes shall be made good by bricks to match the face work when scaffolding is removed.
3.5 Curing: All brickwork shall be kept well watered for 07 days after laying.
Contractor signature with seal
26
Part A LIST OF APPROVED MATERIAL (Civil)
1 Wood First class Seasoned Marandi wood with properly anti
termite treated.
2 Commercial Block Board (19
mm to 25 mm, 6mm to 12mm)
ISI Mark or approved brand, approved by engineer
in-charge.
3 False Ceiling Tiles 600x600 & 16mm thick mineral fiber, heavy duty
Epoxy powder coated hot dipped galvanized steel
grid (ARMSTRONG make)
4 Vinyl Flooring L.G. floor, Royal House
5 Painting on the walls & doors I.C.I, Burger, Nerolack, Asian Paint.
6 Vertical blinds Neha, Vista or equivalent make as approved by
engineer-in-charge.
7. Flush Door Shutter ISI mark and approved by Engineer –in-charge.
8. Furniture Locks Godrej, Link Lock or equivalent
9. White ceramic tiles Kajaria, Somany, Orient, Nitco.
10. Laminates/Mica Century plywood, Greenlame, Merino, Formica
11. Course sand, fine sand,
aggregate
As per IS 383 (Latest edition) from approved quality
(Jhajhar sand/ghaghar sand) as per sample approved
by engineer in-charge.
12. Bricks Best quality available confirming to class designation
75.
13. Ordinary portland cement J.K., Birla, Ambuja, A.C.C., Vikram (OPC 43 grade
only).
14. White Cement J.K. and Birla
15. Steel bars Rathi, Burnala
16. Precast Mosaic tiles Nitco, Hindustan, Dalal
17 40 mm to 80 mm thick
interlocking cement concrete
tile of M 30 grade.
Nitco, Hindustan, Dalal
18. Steel doors & window section,
angles for door frame.
Capital, Nav, Rana, Burnala or equilvalent as
approved by Engineer in-Incharge.
19. Door closer Everit, Hardvin
20 Aluminium door fittings Duke, Classic, Everit or equivalent as per sample
approved by engineer-in-charge.
21 C.P. fittings Bath, BRT, Hindustan, or as per sample approved by
engineer-in-charge.
22. G.I. pipes ISI Mark.
23. C.I. Pipe ISI Mark.
24. PVC pipe Prakash, Prince
25. Glass pans Modi float, Saintgovind or as approved by engineer-
in-charge.
26. G.I. sheet (CGI sheet) TATA, National, Bhushan steel or equivalent as
approved Engineer-in-Change.
27. Wash basin & W.C. Hindustan or equivalent and approved by engineer-in
–charge.
27
PART B SCHEDULE OF APPROVED MAKES All material specified ions the schedule of quantities specifications and conditions of contract must conform to the following brand names and be of first quality. Samples of all materials to be used must be submitted and got approved before actual procurement.
S.no. Material Description Brand/Trade Name
1 Ordinary Portlant Cement L&T, Birla, ACC- (Grade 43)
2 Steel Reinforcement Bars TISCO, SAIL, RNIL
3 Structural Steel Sections TISCO, SAIL,RNIL
4 Stone Aggregate (Blue/Black) Sohna, Pali or other approved
5 Anti Termite Treatment Bayer- Company member of IPCA and approved by architect.
6 Water proof Shuttering (BWP) Century, Green, Duro
7 Water proof Shuttering (BWP) Century, Green, Duro Plywood Manufacturer
8 Teak Wood /Rubber wood Ist Class Indian Teak wood of Dandeli, Rubberwood
9 Flush Doors (ISI) Sitapur/Kitply Industries/ Haryana plywood Industries
10 Laminates /Veeners /Flexiply Greenlam, Century, Merino
11 Aluminium Fittings/Balusters (ISI) Kich,Dunex,Golden, Hettich,Dorma, Geze,Ozone
12 Hardware for Aluminium Doors & Windows AluAlpha, Securistyle, Bizolt or approved equvalent
13 M.S. Fittings (ISI) Raja, Sartaj, Nova,
14 Pressed Steed Frame /Moulded Steel (Door & windows)
AGEW (Abmedabad), NCL ltd, (Hyd.)
15 Rolling shutters Rama Industries, Prakash& Co. Jyoti Industries
16 Steel Doors/Windows (Sections) Maan, Mahabir
17 Paints ICI, Asian , Nerolac
18 Water proof paint Apex(Asian), Weathersheild-ICI ,Super Snowcem
19 Locks Dorset,Godrej, Golden
20 Terrazazo tiles Nitco, Modern
21 Ceramic/Vitrified tiles Grafitti, Bell, Marbonite , Asian,Kajaria
22 White Cement Birla, Jay Kay.
23 VC fixtures Caliplast, Brite, Fizopan
24 Aerated autoclaved soncrete BILT. ( New Delhi)
25 Waterproofing Structural Waterproofing Co, Overseas Waterproofing
26 Fasterners/Anchors /Firestop Hitli/Fischer
27 Building Chemicals/ Admixtures Hilti/Fosroc/ Basf
28 Silicon Sealants Dow Corning/GE
29 VHB Tape/Expandable Polystyrene 3M
30 Aluminum Extruded Sections (Euro Groves Profiles)
HINDALCO/Boruka/Jindal
31 Polycarbonate GE ( Lexan), Danpalon
32 Expansion joint covers CS
33 Hardware, & fittings Hettich, ,Haffle,Kich ,Dorma. Geze, Dorset
34 SS Railings Golden,Kich,Dunex
35 Rebar Hilti,Fischer
36 ACP ALUCOBOND,REYNOBOND
37 Glass Saint Gobain ST-408, Plain Sheet Glass,Asahi
38 Mirror Saint Gobain,Asahi,Modiguard
39 ACP/Stuctural Glazing/Curtain Wall/Al.Works Alkarma,AGVAlfab, Shapoorji Pallonjee,Alufit
40 Pavers/Interlocking Tiles Ecovision/Nitco
41 Lift Kone/Mitsubishi/Schindler
28
Part C LIST OF SELECTED MAKES OF MATERIALS –Plumbing and Fire Fighting
S.No. Materials Code No. Brand Name Manufacturer
1. Vitreous China Sanitaryware
2. Water closet - wallhung 2211090000C D-Code Duravit Duravit
Patio (Wall Hung) K-18181X-0 Kohler Kohler
Crest Cat.No.92028 Hindustan Sanitaryware
Hindustan Sanitaryware
3. Urinal 828300000 D-Code Duravit Duravit
Brandon S K-4978T-ER-0 + Urinal Sensor K-8791J-CO
Kohler Kohler
Olympus Cat.No.96002 /60006 Hindustan Sanitaryware
Hindustan Sanitaryware
4. Wash Basin (Under Counter)
338490000 D-Code Duravit Duravit
Caxton 2211-0 Kohler Kohler
Zen Cat.No.10049 Hindustan Sanitaryware
Hindustan Sanitaryware
5. Wash Basin (Over Conter) 337540000 D-Code Duravit Duravit
Serit 2075-1-0 Kohler Kohler
Rhapsody Cat.No.10045 Hindustan Sanitaryware
Hindustan Sanitaryware
6. Stainless Steel Sinks Frankie Frankie
Faber Faber
Neelkanth Sekri Bros. Delhi
Niralai Nirlai Mumbai
7. C.P. Fittings and Accessories
Jaguar Jaguar and Co Pvt GT Karnal Road, New Delhi
Parko Prakash Brassware Industries
Kohler Kohler
8. Flush Valves Jaguar Jaguar and Co Pvt GT Karnal Road, New Delhi
9. Soil, Waste and Rainwater Pipes and Fittings
a) Sand Cast 1729 RTF Raj iron Foundries, Agra
BIC Bengal Iron Co., Calcutta
10. G.I. Pipes 1239 TATA TISCO Tubes Dev. Jamshedpur
11. G.I. Fittings (Maineable Cast Iron)
1879 R R.M. Engg. Works, Ahmedabad
UNIK Unique Industries Jalandhar
12. Composite Pipe KITEC KITEC Ind. Mumbai
Jindal Jindal Industries
13. CPVC Pipe ASTRAL FLOWGUARD
Astral
29
14. Ball Valves Zoloto Zoloto Industries Jallandhar
RBM Deepak Exim Co., New Delhi
15. Urinal Auto Sensor ROBO AOS Systems New Delhi
Technocrats Technocrats Mumbai
16. Liquid soap Dispensers Kibmerly Clark Datarica (Technocrats)
17. Toilet paper holder, toilet seat cover dispenser, Tissue towel holder
Kimberly Clark
18. Hot Water Heater Racold Recold
19. C.I. S/S pipes 1536 Kesoram Kesoram Spun Pipe and Foundries Calcutta
Electro-steel Electrosteel Casting Ltd. West Bengal
20. C.I. double flanged sluice valves, Non Return Valve
780 5312
Kirloskar Kirloskar Bros. Ltd. Pune
21. Butterfly valve AUDCO L&T, Bombay
22. Fire Hydrant Valves Branch Pipe, Couplings
Newage Newage Industries Maharashtra
Sukan Sukan Equipment Pvt. Ltd, Calcutta
23. Fire Hose pipes 636 (Type 2) Jayshree Newage
24 Fire Aid Fire hose Reels 884 Newage Firex Minimax
25 Fire Extinguishers Ceasefire Ceasfire
Minimax
Vijay
26. Suction Strainers Leader Leader Engg. Works Jalandhar
Kirloskar Kirloskar Bros. Pune
27. Electrical cables Finolex Fort and Gloster
28. Pressure Gauges Fiebigh H. Guru
29. Liquid Level controllers Minilec Water Manager (Femack) Silver spark
30. Stoneware pipes and Gully Traps
651 Perfect Perfect Potteries Jabalpur
31. RCC Pipes 458 Lakshmi, New Delhi Sood and Sood, New Delhi Jain and Co, New Delhi
30
32. uPVC pipe Supreme Supreme Industries, Bombay
Finolex Finolex Ind. Ltd. Pune
33. Hand drier Kopal Kopal Engg. New Delhi
Technocrat Technocrat Industries, Mumbai
34. Dash Fasteners Canon Canco Industries Pvt Ltd, Delhi
35. Enamel, Bitumanstic Paint and Primers
ICI Berger
ICI India Ltd, Berger India Ltd.
36. Broze drain fittings and floor gratings
NEER Sage Metals Ltd. Delhi
31
LIST OF APPROVED MAKES-PLUMBING AND FIRE FIGHTING
Sr.No. Name of Item Make Approved
1. Sunken Portion Treatment SJP, MBT
2. Sanitary ware Kohler, Duravit, Hindustan Sanitaryware
3. Seat Covers Commander (heavy duty)
4. C.P.Fittings & bathroom accessories Jaquar, Kohler , Crabtree
5. Stainless Steel Sink Neelkanth, AMC, Jayna
6. G. I. Pipes Tata, Jindal (Hissar)
7. G. I. Fittings Unik, R brand, Zolot `M’, Kent Hexagonal
8. Ball Valve Zoloto/ARCO/CIM
9. Butterfly valves Audco/ Advance / C&R
10. Non return valve : a) G.M. Leader / Zoloto
b) C. I. Advance, IVC
11. CI Pipes/fittings (I.S: 3989-1984) Neco/CIAL
12. C.I Manhole Cover (IS: 1726–1991) Neco/RIF/BC
13. C.I. Grating Neco/RIF/B.C
14. CI pipes ‘Class LA’ Kesoram/Electro Steel
15. Stoneware pipes/traps Perfect/Burn/ Anand
16. UPVC pipes/fittings Supreme/Finolex/KITEC
17. Insulation Lloyd’s India Ltd./Vidoflex /K-Flex
18. SFRC Manhole Cover/Grating K.K.Manhole /S.K. Precastconcrete
19. Water Flow meter Kay Cee/Kent
20. R.C.C Pipe Jain Spun Pipe/Pragati
21. Automatic Flushing Cistern Angash International/AOS
22. Water Supply Pumps Grundfos / Calpeda / KSB
23. Sump Pumps Grundfos / Calpeda / KSB
24. Motor Siemens/Crompton/NGEF/Kirloskar
25. Filter Thermax/Ion-Exchange/Purge
26. Dosing Pump Asia LMI
27. Dosing Tank Sintex/Roto Plast
28. Pressure Gauges Fiebig / H-Guru
29. Level Controller Minilec/Femac/Textronics
30. Strainers Emerald/Zoloto/D S Engineers
31. Air Vent Valve Oven trop (Germany)/RB/Sant
32. Flanges Able ‘H’/Class 150/Rohini
33. Ball Cock GPA, Sant, L&K
34. Gun Metal Ball/ Gate Valves Leader, Sant , Advance , Zoloto
35 Fire Extinguishers ISI Marked CeaseFire / MINIMAX, Safeguard
36 Fire Fighting First Aid hose reel Padmini, Kesara Plast
37 R.R.L. Hose Newage, Padmini, Kesar Plast.
38 Hose coupling Branch Pipe & Nozzle Minimax, New age, Padmini
39 Landing Valves IS: 5290 / FB Connection Draw Act
Minimax, Newage, Safeguard
40 Water Supply Hydropneumatic System DP Holland, Grundfos, Salmson
41 Fire Pump Grundfos / Kirloskar / M&P
42 M.S pipes TATA, Jindal Hissar
43. Pressure Switch Indfoss/Danfoss
44. Flaw Switch System Sensor/ Rapid Control
45. Pypecoat IWL / Pypkote
46. Anunciation Panel Daksh/ Agni/ ASE
47. I.C.V. HD/Tyko/Viking
48 Sprinklers HD/Tyko/Viking
49. Butterfly / Check Valve IVC / Zoloto / Advance
32
LIST OF APPROVED MAKES (Electrical)
S.No. Details of Materials Manufacturer’s Name
1. INTERNAL ELECTRICAL WORKS
(A) INTERAL WIRING:
1.0 PVC Conduit and Conduit Accessories BEC / AKG / Polypack / Poecision / Anchor
2.0 MS Conduit BEC/ AKG / Poecision
3.0 MS Conduit Accessories Fitwell 4.0 PVC Insulated Fr Copper Conductor Havell’s / Finolex / Polycab / Skytone
wire
5.0 Modular type Switches / Sockets / Clipsal / MK India / Crab Tree / Roma / Boxes / Modular Cover plates / Fan North west regulator /Call Bell /G.I / MS Boxes
6.0 MCB / ELCB / Double Door Legrand-Lexic/ L&T-Hager/ ABB/ Distribution Boards/ Isolator Siemens/ Scheneider 7.0 Industrial / weather Proof Sockets Legrand-Lexic/ L&T-Hager/ ABB 8.0 Under floor channels / Trunking M.K.India/ Legarand-MDS
channels
9.0 LT Cable PVC / XLPE Insulated Havell’s / Nicco / Polycab 10.0 Indoor Light Fixtures Philips / Wipro / Keselec 11.0 Lamps / FTL & CFL Philips / Osram 12.0 Ceiling Fans Crompton Greaves (High Speed) / Orient
PSPO / Polar Alpha white 13.0 Exhaust fans Havell’s / Crompton Greaves 14. AC Box ABB/ Hagger 15.
Signature of Contractor with seal
33
APPENDIX
1.
2.
3.
4.
5.
6.
7.
8.
Period of final measurement
Defects liability period
Date of commencement
Time of completion
Security deposit/Retention money
Minimum value of running bill for payment
Secured advance
Penalty Clause
:
:
:
:
:
:
:
:
:
One months after the completion of work
with joint measurements along with
contractor and certified by the Engineer -in-
Charge
12 Months
Within 07 days from intimation of
acceptance of work.
4 ½ Months from the award of work
5% will be deducted for the each running
bill as well final bill, would be refunded
after the completion of satisfactory defect
liability period of 12 months. The EMD
money will be adjusted against the security
deposit.
Rs. 10.00 Lacs for Civil Work
Secured advance upto 75% of the value of
materials of non-perishable items, which are
to be incorporated in the work, may be
included in running bills.
If the work could not be completed with in
the stipulated time period from the date of
receipt of work order, a penalty of Rs.1000/-
per week subject to a maximum of 10% on
gross amount of the balance work, as per the
assessment and report of engineer-in-charge
shall be deducted from the final bill.
Contractor’s Signature & Seal
34
FORMATE OF ARTICLE OF AGREEMENT
AGREEMENT
This Agreement is executed on this -------------------------at New Delhi-62.
BETWEEN
Jamia Hamdard (Deemed University), Hamdard Nagar, New Delhi 110062, through its Registrar
presently Dr. Firdaus A. Wani (hereinafter referred to as ‘Jamia Hamdard’) party of the first part.
AND
Mr. ----------------------- carrying out business in the name and style of -------------------------- having
its Registered Office at -------------------------------------------------------------- (hereinafter referred to as
Contractor), party of the second part.
The expression party of the first part and party of the second part shall however mean and include
their successor, appointees, assignees etc.
WHEREAS, sealed quotations/tender item rate basis for the work of ---------------------------------------
-------------------- -----------------------------------------------------------------------------------------------------
-----------------------------------Jamia Hamdard, New Delhi-62. were invited by the university. The
item wise specification of the work details and other terms and conditions are given in the
quotation/tender. The work has been awarded to ------------------------------------------ with certain
terms and conditions as given in the tender document.
NOW IT IS HEREBY AGREED by and between the parties AS FOLLOWS:
1. That the work shall be done by the contractor as per the given specifications and guidance of
the Engineer In-charge and Users.
2. That in consideration of the execution of the work, Jamia Hamdard shall pay to the contractor
a sum of Rs.------------------------------------ at the time and in the manner as specified herein
below:
a)
b)
c)
3. That the above payment shall be subject to Tax Deduction at Source from each running bill.
4. That the contractor shall carryout and complete the work in every respect in accordance with
the direction and to the satisfaction of Jamia Hamdard / Engineer In-charge. The work shall
be completed with in -----------months from the date of receipt of the work order. If the work
could not be completed within the stipulated period i.e. -------------- months, a penalty of
Rs.1, 000/- per day subject to a maximum of 5% on gross amount of bill shall be deducted.
35
5. That the running payments will be made on presentation of the bill that will be prepared after
taking joint measurement by the contractor’s representatives and the University Site
Engineer. 5% deduction will be made towards the Security deposit from each running bill.
The security deposit shall only be refunded on completion of the work and on the satisfactory
report of the University Site Engineer.
6. That the Tender Documents comprising the details of work, specifications, work order, etc.
shall be construed as forming part of this agreement and the party hereto will respectively
abide and submit themselves to the conditions and stipulations and perform the agreement on
their part respectively in such conditions contained.
7. That the right of decreasing and increasing the magnitude of work is also retained by the
University.
8. That in the event of any difference, or dispute arising between the parties to this Agreement
for any reasons whatsoever relating to the contract, whether during the substance of this
Agreement or their after, it has specifically been agreed that the party will endeavor to
amicably resolve the difference, but in case if dispute or differences still remain unresolved,
the same shall be referred to the Arbitrator appointed by the Vice Chancellor of Jamia
Hamdard with consultation of the contractor and the Arbitrator decision shall be final and
binding upon the parties concerned .
IN WITNESSES WHERE OF, the said parties, Dr. Firdaus A. Wani, Registrar
Jamia Hamdard, party of the first part and -----------------------------------------
------------ Party of the second part has hereinto respectively signed the Agreement on the day and
year first above written.
(Dr. Firdaus A. Wani)
Registrar
Jamia Hamdard
Contractor’s Signature & Seal
36
APPLICATION FROM TENDERER
From: M/s------------------------------------
-----------------------------------------
To
The Registrar
Jamia Hamdard
Hamdard Nagar
New Delhi –110 062.
Name of work:- Construction of Lift Well with Procurement, Installation & Commissioning of 13
passengers, 5 stops lift (Kone, Schindler, Mitsubishi) Left Side of Stair Case at
Faculty of Science & Administrative Building.
Dear Sir,
With reference to the Tenders/quotation invited by you for the above work. I/We do hereby offer to
perform, provide execute & complete the above work in conformity with the drawings, items &
conditions and specifications for the amount as shown in the Schedule attached hereto.
I/We have satisfied myself/ourselves to the location and conditions of the site & read the article of
agreement conditions of contract & specification etc. & I/We understand that the works are to be
completed within the specified period & fully understood that the time will be the essence of this
contract.
I/We enclose herewith the Earnest Money by demand draft Rs. ------------ in favour of Jamia
Hamdard, New Delhi-62, which amount is not to bear any interest. Should this tender be accepted in
whole or in part, I hereby agree to abide by and fulfill all the terms and provisions of the conditions
of the tender etc. as far as possible and/or in default thereof to forfeit and pay to the Jamia Hamdard,
the sum of money mentioned in the conditions.
I/We agree that the said Jamia Hamdard or his successors in office shall without prejudice or any
other right or remedy be at liberty to forfeit the said Earnest Money absolutely if we fall to
commence the work specified above.
Otherwise he will retain the said earnest money towards security deposit mentioned in general
conditions of contract.
Name of the partners
Yours faithfully,
Signature of contractor with seal
Dated
37
Schedule of Quantities for Civil Work
Name of work:- (A) Construction of Lift Well at left side staircase of Faculty of Science &
Administrative Building.
Sno ITEM DESCRIPTION UNIT QTY RATE (Rs.)
AMOUNT (Rs.)
1 EARTH WORK
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
a All kinds of soil Cum 235.88
b Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Cum 97.56
2 CEMENT CONCRETE (CAST – IN- SITU)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). Cum 9.06
3 REINFORCEMENT CEMENT CONCRETE WORK
DESIGN MIX CONCRETE
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).
a All Works upto plinth level Cum 47.23
b All works above plinth level upto floor V level Cum 42.71
c Extra for providing richer mixes at all floor levels. Cum 47.23
Note:- Excess/less cement over the specified cement content used is payable /recoverable separately.
4 FORM WORK
Centering and shuttering including strutting, propping etc. and removal of form for :
a Foundations, footings, bases of columns, etc. for mass concrete.
Sqm 6.89
b Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Sqm 2.00
c Suspended floors, roofs, landings, balconies and access platform.
Sqm 14.72
d Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Sqm 169.36
38
e Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 71.28
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto above plinth level.
f Thermo-Mechanically Treated bars. (Fe - 500) Kg 5,112.26
5 BRICK WORK
a Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
Cum 11.73
b Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
Cum 40.77
6 MARBLE & GRANITE WORK:-
Providing and laying machine cut pre-polished Granite stone in required size of approved quality in Lift lobby wall lining fixed over average 12 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and joints neatly finish with cement paste mixed with matching pigment including edge chamfering, moulding etc. complete as per drawing. Basic rate of granite stone Rs. 110/ Sqft.
a Green Granite Sqm RO
Providing and fixing 18mm thick single piece Udaipur green marble, mirror polished, premoulded and prepolished, machine cut in lift lobby for wall lining approved shade, color and texture laid over 12mm thick cement mortrar 1:4 (1 cement: 4 coarse sand), joints treated with white cement, mixed with matching pigments, epoxy touch ups including rubbing and polishing to edges to give high gloss finish etc, complete at all levels.
b Udaipur green marble sqm 34.01
7 FLOORING WORK
a Marble stone flooring with 18mm thick marble stone, as per sample of marble approved by Enginer-in-charge, over 20mm (average) thick base of cement mortrar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with Raj Nagar Plain or Equivalant as approved by the Architect
sqm 45.14
(OPTIONAL)
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.
b Size of Tile 600x600 mm Sqm RO
8 ROOFING
a Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete.
each 1.00
39
Providing and fixing at all height false ceiling including providing and fixing of frame work made of special sections power pressed from M.S. sheet and galvanised in accordance with zinc coating of grade 350 as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick button wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long.
the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawing and specification and direction of the Engineer in Charge but excluding the cost of painting with :
b 12.5 mm thick tapered edge gypsum board conforming to IS: 2095- Part I. Sqm RO
9 CEMENT PLASTER
a 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand 50% & Coarse sand 50%)
Sqm 252.70
b 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) finished with a top layer 6mm thick cement plaster 1:6 (1 cement: 6 fine sand & coarse sand).
Sqm 310.00
c Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
Kg./Bag in mix.
9.00
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade
d New work (two or more coats) over and including priming coat with cement primer.
Sqm 252.70
Applying one coat of cement primer of approved brand and manufacture on wall surface :
e Cement primer. Sqm 252.70
Finishing walls with water proofing cement paint of required shade :
f New work (Two or more coats applied @ 3.84 kg/10 sqm).
Sqm 310.00
Finishing walls with Acrylic Smooth exterior paint of required shade :
40
g Providing and applying plaster of paris (super fine quality) punning with minimum thickness of 6mm and finish the surface smooth in line and level to the entire satisfaction of Engineer-in-charge including scraping and hacking the existing finished surfaces, scaffolding etc. complete as per drawing.
Sqm 53.00
10 DISMANTLING AND DEMOLISHING
a Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
Cum 6.00
In Cement mortar b Demolishing R.C.C. work by mechanical means and
stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.
Cum 5.00
11 ALUMINIUM WORK
a Providing and fixing aluminum section 2mm thk ( 14 Guage) anodized 25 microns colour (Light Bronze/Champagne) Doors and fixed partitions using Euro groove profile sections exceeding 85 mm x 45mm over rough ground frame in ttaluminum of size 20 x 50 mm as per details given in drawing sections, complete with all euro grouve accessories like beading, EPDM rubber gaskets, mortise handles (305E), butt hinges (CE2F) , mortise locks(4210305NM), cylinder '50303030), concealed tower bolt (608D, corner cleates (0432&0407), door stopper of Alualpha make or equivalent approved of Geze, Scureistyle/Bizolt, Dorma. The gaps shall be filled by 3M expandable polystyrene and finished with Silicon of Dow Corning/GE make, approved colour. Corner should be joined with corner connectors with the help of allen key (Make: AGARVANSHI /JINDAL/HINDALCO). 6 mm thick plain seat glass (Saint Gobainfloat glass)/ 6mm (min) thk ACP sheet finished both side/ Prelam both side same finish -Merino/Greenlam/Novapan board as per approved by Architect. Rough ground frame 20mm X 50mm with 15x3 mm hold fast, 10 cm long shall be embedded in 150x100x100 cement concrete block in 1:3:6. Before execution shop drawings shall be prepared by contractor and approved by Architect. Net area shall be measured as per drawings for billing.
Sqm 12.60
b Providing and fixing aluminum 1.6mm to 2mm anodized
colour 25 microns sliding window two track Euro profile run over section of 50mm x 47 mm outer frame and 65mm x 29mm Slider section panel with roller at bottom of section over rough ground frame of 20 x 50 mm with frame fastner of Hilti as per detail given in drawing. The window shall be provided complete accessories like locking handles (247i), Nib (S12), Counter plate (G31), Drainage Hole cover (782P), Antidust Plug (SK90270PI), Machining plug (1313P) Shoulder aligning Square (MRC14001), Shock absorber (SK90270PII), Corner Cleats (0432 & 0404), EPDM rubber gaskets, of of Alualpha make or equivalent approved of Geze, Scureistyle/ Bizolt, Dorma. The gaps will be filled by 3M expandable polystyrene and finished with Silicon (Dow
Sqm 2.00
41
Corning/GE) of approved colour. Corner should be joined with corner connectors with the help of L&Key (make:AGARVANSHI/JINDAL/HINDALCO). 6 mm thick plain seat glass (Saint Gobainfloat glass)/ ACP sheet/ Navapan board as per approved by Architect. Rough ground frame 20mm X 50mm with 15x3 mm hold fast, 10 cm long shall be embedded in 150x100x100 cement concrete block in 1:3:6. Before execution shop drawings shall be prepared by contractor and approved by Architect. Net area shall be measured as per drawings for billing.
Providing and fixing semi unitized STRUCTURAL GLAZING to fix panels with no aluminum section
exposed to outside and only glass panels with silicon joint visible from outside. The sections shall be used 131.16mm X67.00 mm for outer frame or system specially designed with aluminium section of grade 63400 WP IS: 733 and IS: 1285 electro colour anodized / pure polyester powder coated in approved shade and colour with mullion fixed to beams / columns through adequately designed MS painted anchor brackets and Hilti expansion fasteners as required. Opening shall be top hung with complete accessories like Corner cleat (0432), T Junction Cleat (0520.1), Handle (510L), Kit (S12), Pin for S12kit (20mm),Rod ends (33007),Receiving element ( 33009), Butt hinge ( CE2F),Restrictor ( C220) of Alualpha make or equivalent approved of Geze, Scureistyle/Bizolt, Dorma. The design to be as per BIS code for required wind pressure IS: 875 part III and use of aluminum section alloy as per IS: 8147. System design to strictly consider for thermal movements, air infiltration, water penetration, seismic movement and structural movement. Silicon sealant structural grade and weathering grade shall be “Dow corning - USA” or “GE Silicon - USA” or “WACKER - Germany” as per the design requirement.
c 6mm thick (aproved make)ST408 Green reflective tempered toughened glass will be fixed with structural silicones to glazing frame work.The Contractor will prepare shop drawing and take approval from Architect before execution. The openable panels as specified will be provided with stays, handle, EPDM gaskits of approved make (Alualpha/ Giesse, Elite & Dorset).
Sqm 48.60
Providing and sealing the expansion joints with proprietary based joint sealing systems
d For floor to floor joint of 50mm gap width 101-A01-050, with Vapour Barrier
Rmt 13.00
For floor to floor joint of 50mm gap, 1150-200, with Vapour Barrier and 2 MM thick 300 Wide Aluminium Plate.
e For wall to wall joint of 50mm gap width 804-A07-50, with Vapour Barrier
Rmt 7.00
12 WATERPROOFING WORK Providing and laying integral cement based water
proofing (Brick bat coba) treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:
42
Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs
a After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.
Sqm 29.11
Constructing brick masonry manhole in cement mortar 1:4(1 cement : 4 coarse sand)R.C.C.top slab with 1:2:4 mix ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design: Inside size 90x80 cm and 45 cm deep including C.I.cover with frame (light duty) 455x610 mm internal diameter, total weight of cover and frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15 kg):
b With F.P.S. bricks class designation 75 Extra for depth for manholes : Size 90x80 cm
Each 1.00
c With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 4,061.70 Metre 0.50
Providing and laying non-pressure NP2 class (light duty) R.C.C.-pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
d 150mm dia RCC Pipe Metre 10.00
e 250mm dia RCC Pipe Metre RO
Total
43
Schedule of Quantities for Electrical Work
Name of work:- (B) Construction of Lift Well at left side staircase of Faculty of Science &
Administrative Building.
S.NO. DESCRIPTION UNIT QTY
Rate (Rs.)
Amount (Rs.)
SOR ITEMS
1 WIRING
Wiring for light point/fanpoint/exhaust fan point/call bell point with 1.5 sq.mm. FR PVC insulated, copper conductor single core cable in surface/recessed steel conduit with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq mm FR PVC insulated copper conductor single core cable etc. as required (Group C)
a Machine Room each 6
b Ground floor each 6
c Typical (First ,second,Third & Fourth Floor) each 24
Wiring for light/power plug with 2x4 sq.mm FR PVC insulated, copper conductor, single core cable in surface/recessed Steel conduit along with 1 no. 4 sq mm FR PVC insulated copper conductor single core cable for loop earthing as required.
d Machine Room mtr 60
e Ground floor mtr 60
f Typical (First ,second,Third & Fourth Floor) mtr 240
Wiring for circuit / submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor single core cables in surface/recessed steel conduit complete as required
2x2.5 sq mm + 1x2.5 sq mm earth wire
g Machine Room mtr 50
h Ground floor mtr 50
i Typical (First ,second,Third & Fourth Floor) mtr 200
2 SUBMAIN WIRING
a 2x6 sq mm + 1x6 sq mm earth wire mtr 35 b 2x10 sq mm + 1x10 sq mm earth wire mtr 35 c 4x10 sq mm + 2x10 sq mm earth wire mtr 35
Supplying and fixing of following sizes of MS conduit along with the accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.
d 25mm dia mtr 60
e 32mm dia mtr 50
Supply and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 15/16 & 5/6 amps modular socket outlet and 15/16 amps modular switch, connection, painting etc. as required.
f Machine Room each 1
g Ground floor each 1
h Typical (First ,second,Third & Fourth Floor) each 4
i Supplying and fixing modular blanking plate on the exsiting modular plate & switch box excluding modula plate as required. each 2
j Supplying and fixing 3pin,5 amp. Ceiling rose on the existing junction box / wooden block including connection as required. each 2
3 SUPPLY OF FIXTURES & FANS
44
Supply, assembling, installation, testing & commissioning of following type of light fixtures and fans. All fluorescent fixtures shall be provided with power factor improvement capacitors & lamps and installation arrangement using proper support etc. complete as required. (Fixture shall be as per Architect)
a Tube light fixture Each 4
b 2x11 W ceiling light fixture Each 10
c Wall Bracket Light Each 4
d 6w LED Light fixture Each 12 e Wall Mounted Fans Each 10
4 DISTRIBUTION BOARD
Supply, Installation, testing & commissioning of following surface/reccesed Distribution Board (I.P-42 Protection), fabricated out of 16SWG, CRCA sheet indoor type, dust & vermin proof, hinged complete with bus bar, Internal connection, numbering,earthing, painting complete as required. (Note-All Distribution board shall be according to actual size of incoming & outgoing feeder)
12W SPN DB
Incoming :
a One (1) No. 32A DP MCB
b One (1) Nos. 32A DP ELCB (100 mA)
Outgoings :
c Twelve (12) Nos. 6/10/16/20/25A SPN MCB’s. Set 1
d 10W SPN DB
Incoming :
e One (1) No. 16A DP MCB
f One (1) Nos. 16A DP ELCB (100 mA)
Outgoings :
g Twelve (10) Nos. 6/10/16/20/25A SPN MCB’s. Set 1
TOTAL
45
BILL OF QUANTITY OF LIFT
DETAILS SPECIFICATIONS QUANITY RATE AMOUNT
A Providing and Installing 13 passenger Traction Lift with side glass (Five stops) as per specifications detailed as under (complete job in all respect). 1 nos
Floor to Floor Height Ground to First- 4.80m
First to Second- 3.6m
Second to Third- 3.6m
Third to Fourth- 3.6m
Load-Kgs/Speed-Mps 884Kgs (13 PERSONS) @1.0 MPS
Travel (Max.) – Mts Ground to Fourth Floor, About 15.75 MTS
Stops & Openings (Max.) 5 STOPS/5 OPENINGS (ALL OPENINGS ON SAME SIDE)
Power Supply 400 VOLTS TS 3 PHASE 50 HERTZ. ALTERNATING CURRENT
Control A.C. VARIABLE VOLTAGE VARIABLE FREQUENCY
(WITH CLOSED LOOP)
Operation DUPLEX FULL COLLECTIVE (WITH/WITHOUT ATTENDANT)
Machine GEARED PLACED DIRECTLY ABOVE HOIST WAY
Car Size 13 Persons 1100 mm wide x 2000 mm DEEP X 2300 mm HIGH
Hoist Way 1950 MM WIDE X 2775 MM DEEP – NON-FINISHED DIMENSION
Car Enclosure Hairline Finish
Car Panels STAINLESS STEEL PANELS IN HAIRLINE FINISH
Handrails on 3 sides SS Matt Finish
False Ceiling SS Hairline Finish Matt
Flooring 25 MM RECESS FOR FLOORING WITH 2OMM POLISHED GREY COLOUR GRANITE FLOOR APPROVED BY ARCHITECTS
Car Entrance AUTOMATIC CENTRE OPENING POWER DOORS IN
SS HAIRLINE FINISH
Entrance Size 13 Persons 900 MM WIDE X 2000 MM HIGH
Door Operation AUTOMATIC WITH MULTIRAY ELECTRONIC DOOR OPERATION
46
Details
1. COMBINED LUMINOUS HALL BUTTON WITH SEVEN SEGMENT DIGITAL HALL POSITION INDICATOR AT ALL FLOORS
2. CAR OPERATIONS PANEL WITH LUMINOUS BUTTONS, SEVEN SEGMENT DIGITAL CAR POSITION INDICATOR COMBINED WITH DIRECTION ARROWS, OVERLOAD WARNING INDICATOR, CEILING MOUNTED FAN
3. BATTERY OPERATED ALARM BELL AND EMERGENCY LIGHT
4. FIREMAN’S SWITCH AT MAIN LOBBY
5. VOICE SYNTHESISER
6. 3 STATION INTERCOM (CAR, LOBBY, MACHINE ROOM)
7. AUTOMATIC RESCUE DEVICE
Face Plate Finish STAINLESS STEEL PANELS IN HAIRLINE FINISH
Face Plate Shape RECTANGULAR
Ropes USHA MARTIN
Drive YASHAKAWA OR EQUIVALENT
Motor SIEMENS / GENERAL ELECTRIC
Governor As per manufacturers specs
Microprocessor As per manufacturers specs
Total Amount
Signature & seal of Contractor
47
48
49
50