Repairing and Color works at Science City Campus, Ahmedabad

Name of Work: - Repairing and Color works at Science City Campus,

Gujarat Council of Science City

Village Hebatpur, Sola Santej Road,

Nr. Science City Cross Road, Off Sarkhej Gandhinagar Highway,

Ahmedabad -380060

Phone: 91-79-29703122 Email: [email protected] Website: -www.sciencecity.gujarat.gov.in

Tender Notice: - GCSC/Civil/Color/2026/XX

GCSC/Civil/Color/2026/ Date: /08/2026

Sub: Repairing and Color works at Science City Campus, Ahmedabad

Online E- tenders are invited for the work as described in the enclosed BOQ. The bids can

be filled in through (n) procure website: https:// www.Tender.nprocure.com period from 11-

Tender Fee & EMD Rs. 1500/+ 18% GST- (i.e. Rs 1770/-) & 1,12,000/- respectively in the

form of Demand draft of Nationalized Bank/scheduled bank to be drawn in favour of Gujarat

Council of Science City, payable at Ahmedabad.

The sealed cover of physical documents shall be super scribed: “Repairing and Color works

at Science City Campus, Ahmedabad, Ahmedabad.” Agencies having adequate experience

of similar type work will only be considered.

Terms &Conditions: -

1) The rates quoted shall include all taxes, levies, transportation and delivery at site.

2) The agency at his own cost shall replace any rejected material.

3) The rates quoted shall be valid for at least 6 months from the work order issued date

4) Order may not be placed for all items.

5) Order for part quantity shall be acceptable.

6) The complete work shall be done as directed by engineer in charge to the

satisfaction of site requirement.

7) The water & electricity if required for the current work shall be provided by GCSC at

one location only. Necessary arrangement for DG set may be done by contractor for

the work, if the electricity is not available at site of work. Contractor shall make his

own arrangement to carry the same at required site location, under strict supervision

and prior permission of GCSC.

8) Successful bidder shall submit security deposit @ 10% of contract value in the form

of BG, and it will be retained for the period up to 12 months after completion of the

work. Agency shall carry out defect found in the work during the warranty period at

9) Bids shall be accompanied by two separate Demand Drafts of tender fee and EMD.

Bids shall be filled in through above mentioned web site in online format, only.

10) Tender fee & EMD shall be submitted along with supporting documents for period

from 11-09-2026 to 28-09-2026. 18.00 hrs. Through Speed Post/ courier/ Hand

11) If tender fee & EMD is not received till 28-09-2026. 18.00 hrs., bid shall be rejected.

12) Only the agencies that have executed this type of work having experience of such

work and examined the site shall fill in the bids.

13) EMD of unsuccessful bidders shall be refunded without interest after approval of the

tender of the work.

14) The work completion period is 120 days from the date of issue of work order / as

mentioned in the work order.

15) Tenders (technical bid) shall be opened on 29-09-2026 pm in the office of GCSC, if

possible. Financial bids of only those bidders shall be opened who are technically

16) Any mix design for concrete work of tender item shall be in the scope of work of the

agency. No reimbursement towards such charges shall be made by GCSC.

17) The agency shall prepare and submit colour samples for approval by the competent

authority prior to commencement of the colour work. Since there are various

buildings, structures and walls within the campus, the competent authority may

require different colours, shades or colour combinations for different walls/areas. The

agency shall be bound to execute the colour work strictly as per the approved

samples and the specific requirements/instructions of the competent authority. No

additional claim shall be entertained on account of variation in colour, shade or colour

combination as instructed by the authority..

Yours faithfully,

Executive Director,

Gujarat Council of Science City.

(To be submitted by Tenderer)

The Executive Director,

Gujarat Council of Science City,

Sub: - Repairing and Color works at Science City Campus, Ahmedabad

Having examined the drawings, specifications designs and schedule of quantities relating to

the work specified in the memorandum hereinafter set out and having visited and examined

the site of the works specified in the said memorandum and having acquired the requisite

information relating thereto as affecting the tender. I/We hereby offer to execute the works

specified in the said memorandum at the rates mentioned in the attached Schedule of

Quantities and in accordance in all respects with the specifications, design, drawings and

instructions in writing referred to in conditions of tender, the Articles of Agreement, Special

Conditions, Schedule of Quantities and Conditions of Contract and with such materials as

are provided for by, and in all other respects in accordance with such conditions so far as

they may be applicable.

Yours faithfully

(Director/Partner/Authorized Signatory)

(To be submitted in a separate envelope along with Technical Bid)

1. Experience of Similar kind of work :

(With supporting documentary proof)

2. Resource Mobilization and allocation :

For this specific project

(With supporting documents)

3. Completion time and period as :

envisaged by bidder

4. Experience of co-coordinating with :

nominated/specialized contractors:

6. Quality accreditation certificate :

7. Any other specific information :

which you feel will help in better

evaluation of your offer, as may

N.B. : Please give Annexure number of each evidence.

PREQUALIFICATION CRITERIA

1. The Bidder should be registered firm. (E1 and above)

2. Bidder must submit Tender fees and EMD as detailed in the above Tender Notice.

3. Bidder has to submit minimum three years’ experience certificate (with Form 3A) of

similar works/civil works.

4. Bidder has to submit GST certificate.

5. Bidder has to submit PAN certificate.

6. Bidder has to submit Solvency Certificate of Rs 10.0 lakhs from Nationalized or

Scheduled bank.

7. Bidder has to submit minimum average annual Turnover of Rs. 70 lakhs for the last

three financial years with Registered CA certificate.

Note : Bidders have to full fill all the above criteria failing which they will be disqualified.

Decision of GCSC shall be final and binding on all concerned

.ANNEXURE - THE CONDITIONS HEREINBEFORE REFERED TO

1) In constructing these Conditions, the Specification Schedule of Quantities and Contract

Agreement, the following words shall have the meanings herein assigned to them expect

where the subject or context otherwise requires.

a) “Employer”,” GCSC” Or Owner :shall mean Gujarat Council of

Science City, and shall include its

assigns and successors.

b) “Contractors” shall mean (Name & Address)

and shall include his (their) legal

representative’s assigns or successors.

c) “Site” :shall mean the Site of Contract Works,

,i.e. at Science CityVia Sola Under

bridge, Sola Santej Road, Off Sarkhej

Ahmedabad Highway, Ahmedabad

including and building and

erections thereon and any other land

(inclusively), as aforesaid, allotted by

the employer for the Contractors use.

d) “This Contract” : shall mean Articles of Tender

Agreement, Letter of Intent the, Special

Conditions, the Conditions the

appendix, the Schedule of Quantities

and Specifications, Drawings etc.

attached hereto and duly signed.

e) “Notice in writing”: or written notice shall mean a notice in

written, typed or printed characters

sent (unless delivered personally or

otherwise proved to have been

received), by registered post to the last

known private or business address or

registered office of the addressee and

shall be deemed to have been received

within 24 hours of dispatch when in the

ordinary course of post, it would have

f) “Act of Insolvency”: shall mean any Act of Insolvency as

defined by the Presidency Towns

Insolvency Act, or the Provincial

Insolvency Act or any amending such

g) “Net Prices”:

If in arriving at the Contract amount the

Contractor shall have added to or

deducted from the total of the

items in the Tender any sum

either as a percentage or otherwise,

then the net price of any item in the

Tender shall be the sum arrived at by

adding to or deducting from the

actual figure appearing in the Tender as

the price of that item a similar

percentage of proportion by the

Contractor of any prime cost items and

provisional sums of money shall be

deducted from the total amount of the

deducted from the total amount of the

Tender. The expression “net rates” or to

the Contract or accounts shall be held

to mean rates or prices so arrived at.

h)”Work’’ The expressions works or work shall

theworks by or by virtue of contract

contracted to be Executed whether

temporary or permanent and Whether

original, altered, substituted or

additional by the Contractor

2) SCOPE OF CONTRACT:

The Contractor shall carry out and complete the said work in every respect in

accordance with this Contract and of with the directions of and to the satisfaction of

Owner/Architect. The Architect/GCSC may in his absolute discretion and from time to

time issue further drawings (if applicable) and/or written instructions, details directions

and explanations, which are hereafter collectively, referred to as Authority’s instructions.

In regard to: -

a) The variations or modification of the design quality or quantity of works of the

additions or omission or substitution of any work.

b) Any discrepancy in the drawings or between the Schedule of Quantities and/or

drawings and/or Drawings and or specification.

c) The removal from the Site of any materials brought thereon by the Contractor and the

substitution of any other material thereof.

d) The removal and/or re-execution of any works executed by the Contractor.

e) The dismissal from the works of any person employed thereupon.

f) The opening up for inspection of any work covered up.

g) The amending and making good of any defects under clause 19 hereon.

The Contractor shall for which comply with and duly execute any work, comprised in

such Architects instructions, provided always that the verbal instructions, directions, and

explanations given to the Contractor or his representative upon the works by the

Architect shall, if involving a variation, be confirmed in writing by the Contractor within

seven days, and if not dissented from in writing within a further seven days by the

Architect, such shall be deemed to be Architects instructions within the scope of the

VARIATION TO BE APPROVED BY THE EMPLOYER: -

Notwithstanding anything herein contained the Architect or his representative shall not,

without prior concurrence in writing of the Employer, issue any instructions, verbal or in

writing, which will result in the Employer having to pay the Contractor an additional and

all instructions issued to the Contractor should forth with brought to notice of the

Employer. The Contractor shall submit through the Architect, a statement of variations

giving quantity and rates duly supported by analysis of rates, vouchers, etc. The rates on

scrutiny and final acceptance by the Employer shall form a supplementary tender; the

Employer shall not be liable for payment of such variations until these statements are

sanctioned by him.

3) DRAWINGS AND SCHEDULE OF QUANTITIES AND AGREEMENT: -

The Contract shall be executed in triplicate and the Architects, the Employer and the

Contractor shall be entitled to one executed copy each for his use. The Contractor on the

signing hereto shall be furnished by the Architects free of cost, one copy of each of the

said Drawing and of the Specifications and one copy of all further drawings issued during

the progress of the works, any further copies required by the Contractor shall keep one

copy of the drawing on the work the Architects or his representatives shall at all

reasonable times have access to the same before the issue of the final Certificate to the

Contractor, he shall forthwith return to the Architect all Drawings and Specifications.

4) CONTRACTOR TO PROVIDE EVERYTHING NECESSARY AT HIS COST: -

The Contractor shall provide at his cost everything necessary for the proper execution of

the works according to the intent and meaning of the Drawing, Schedule of Quantities

and Specification taken together whether the same may or may not be particular shown

or described therein, provided that the same can be reasonably be inferred therefore,

and if the Contractor finds any discrepancy in the Drawings or between the Drawings,

Schedule of Quantities and Specifications, he shall immediately and in writing refer the

same to the Architect who shall decide which is to be followed.

5) AUTHORITIES NOTICES AND PATENTS: -

The Contractor shall confirm to the provisions of any Act of the legislature relating to the

works, and to regulations and bye-laws of any authority, and of any water electric supply

and other companies and/or authorities with and whose the systems the Structure is

proposed to be connected, and shall before making any variations from the Drawing or

Specifications that may be necessitated by so confirming, give to the Architect written

notice, specifying the variations proposed to be made and the reason for making it and

apply for instructions thereon. In case the Contractor shall not within ten days receive

such the provisions, regulations, or bye-laws in questions, and variations so necessitated

shall be debit with under respective Clause mentioned hereafter.

The Contractor shall bring to the attention of the Architect all notices required by the said

Acts, regulations or bye-laws to be given to any authority and pay to such authority, or to

any public office, all fees that may be properly chargeable in respect of the said work,

and lodge the receipt with the Architect.

The Contractor shall indemnity the Employer against all claims in respect of patent rights,

and shall defend all actions arising from such claims, and shall himself pay all royalties,

license fees, damages, cost and changes of all and every sort that may be legally

incurred in respect thereof.

6) SETTING OUT OF WORK :-

The Contractor shall set out the works and shall be responsible for the true and perfect

setting out of the same and for the correctness of the positions, dimensions, and the

alignment of all the parts thereof, if at any time any error in this respect shall appear

during the progress of the work or within the period of one year from the completion of

the works, the Contractor shall, if required at his own expenses, rectify such error to the

satisfaction of the Architect.

7) MATERIALS & WORKMANSHIP TO CONFIRM DESCRIPTION: -

All materials and workmanship shall so far as procurable be of the respective kinds

described in the Schedule of Quantities and/or Specifications and in accordance with the

Architects instructions and the Contractor shall upon the request of the Architect furnish

him with all the invoices, accounts, receipts and other vouchers to prove that the

materials comply therewith. The Contractor shall at his own cost arrange for and/or carry

any test of any material which the Architects may require.

8) CONTRACTORS SUPEREINTENT AND REPRESENTATIVE ON THE WORKS :-

The Contractor shall give all the necessary personal superintendence during the

execution of the works, and as long thereafter as the Architect may consider necessary

until the expiration of the Defect Liability Period stated in the Appendix hereto. The

Contractor shall , during the whole time of works are in progress employ competent

representatives who shall be in constantly attendance at work while the men are at work,

any directions, explanations, instructions, or notices given by the Architect to such

representative shall be held to be given to the Contractor.

9) DISMISSAL OF WORKMEN :-

The Contractor shall at the instruction of the Employer, immediately dismiss from the

works, any person employed thereon by him who may in the opinion of the Architect be

incompetent or misconduct himself and such person shall not be again employed on the

works without the permissions of the Architect / Owner.

10) ACCESS TO WORK :-

The Employer, the Architect and their responsible representatives shall at all reasonable

times have free access to the works and/or to the workshops, factories or other places

where materials are lying or from which they are being obtained the Contractor shall give

every facility to the Employer, the Architect and their representatives necessary for

inspection and examination and test of the materials and the workmanship. No persons

not authorized by the Employer or the Architect except the representative of Public

Authorities shall be allowed on the works at any time.

11) ASST.ENGINEER / SITE ENGINEER / CLERK - OF - WORKS :-

The term “Assistant Engineer / Site Engineer / Clerk-of-Works” shall mean the person

appointed and paid by the Employer and acting under the orders of the Employer to

inspect the works in the absence of the Architect, the Contractor shall afford the

Assistant Engineer / Site Engineer / Clerk-of-Works, every facility and assistance for

inspecting the works and materials and for checking and measuring time and materials.

Neither Assistant Engineer / Site Engineer / Clerk-of-Works nor any representatives or

the Architect shall have power to set out works or to revoke, alter, enlarge or relax any

requirements of the Contract, or to sanction any day work, additions, alterations,

deviations of omissions, or any extra work whatever except in so far as such authority

may be specially conferred by a written order of the Architect with the prior concurrence

in writing of the Employer.

The Assistant Engineer / Site Engineer / Clerk-of-Works, or any representative of the

Architect, or the Employer shall have power to give notice to the Contractor or to his

representative of non-approval of any work or materials and such work shall be

suspended or the use of such materials shall be discontinued until the decision of the

Architect is obtained. The work will be from time to time be examined by the Architect,

the Assistance Engineer or the Architects representative, but such examination shall not

in any way exonerate the Contractor from the obligations to remedy any defects which

may be found to exist at any stage of the works or after the same is completed, subject

to the limitations of this Clause, the Contractor shall take instructions only from the

12) ASSIGNMENT AND SUBLETTING: -

The whole of the works included in the Contract shall be executed by the Contractor and

the Contractor shall not directly or indirectly transfer, assign, or under-let the contract or

any part share thereof of any interest therein without the prior written consent of the

Employer and no undertaking shall relieve the Contractor from the full and entire

responsibility of the Contractor from active super intendance of the works during their

13) Alterations, Omissions or Variations

No. alterations, omissions or variations shall vitiate this contract, but in case the Architect

thinks proper at any time during the progress of the works to make any alterations in, or

additions to or omissions from, the work or any alteration in the kind or quality of

materials to be used therein and shall give notice thereof in writing under his hand to the

Contractor, the Contractor shall alter, add to, or omit from, as the case may be, in

accordance, with such notice, but the Contractor shall not do any work extra to or make

any alterations or additions to or omissions from the works or any deviations or additions

to or omissions from the contract, stipulation specifications or contract drawings without

the previous consent in writing of the Architect and the values of such extras, alterations,

additions or omissions shall in all cases be determine by the Architect with the prior

approval in writing of the Employer in accordance with the provision of the Clause

hereof, and these and the same shall be added to or deducted from the Contract

Amount, as the case may be accordingly.

14) SCHEDULE OF QUANTITIES: -

The Schedule of Quantities shall be deemed to have been prepared in accordance with

the Standard Method or Quantities Measurement.

Any error in description or in quantity or in omission of items from the Schedule of

Quantities shall not vitiate as ascertained but shall be rectified and the value thereof, as

ascertained under Clause 1 / hereof, shall be added to or deducted, from the Contract

Amount (as the case may be), provided that no rectification of errors, if any, shall be

allowed in the Contractor’s Schedule of Rates.

15) SUFFICIENCY OR SCHEDULE OF QUANTITIES: -

The Contractor shall be deemed to have satisfied himself before tendering as to the

correctness and sufficiency of his tender for the works and the prices stated in the

Schedule of Quantities and or the Schedule of Rates and prices which rates and prices

shall cover all his obligations under the Contract, and all matters and things necessary

for the proper completion of works.

16) MEASUREMENT OF WORK: -

The Architects may from time to time intimate to the Contractor and the Employer that he

requires to be measured, and the Contractor shall for with attend or send a qualified

agent to assist the Architect or the Architects representative or the Asst. Engineer / Site

Engineer / Clerk-of-works in taking such measurements and calculations and to furnish

all the particulars or to give all assistance required by any of them. Should the Contractor

not attend or neglect or omit to send such Agent then the measurement taken by the

Architect or a person approved by him shall be taken to be correct measurement of the

works. Such measurements are detailed in the specifications. The Contractor or his

Agent may at the time of measurement take such notes and measurement as he may

require. All authorized extra works, omissions and all variations made without the

Architects knowledge, if subsequently sanctioned by him in writing (with the prior

approval in writing of the Employer) shall be included in such measurement.

17) PRICES FOR EXTRAS, ETC ASCERTAINMENT OF: -

The Contractor may, when authorized, and shall, when directed in writing by the

Architects with the approval of the Employer, add to, omit from, or vary the works shown

upon the Drawings, or included in the Schedule of Quantities; both Contractors shall

make no addition, omission or variation without such authorization or direction. A verbal

authority or direction by the Architects shall, if confirmed by them in writing within seven

days, be deemed to have been given in writing. No claim for an extra shall be allowed

unless it shall have been executed under provisions of Clause hereof or by the authority

of the Architects with the concurrence of the Employer as herein mentioned. Any such

extra is herein referred to as authorized extra and shall be made in accordance with the

following provisions:

a) I) the net rates or prices in the original tender shall determine the valuation of the

extra work where such extra work is of similar character and executed under similar

conditions as the work priced therein.

II) Rates for all items, wherever possible, should be derived out of the rates given in

the Priced Schedule of Quantities.

III) Rate for varied/deviated or extra items to be worked out on the rates quoted in the

tender for the similar items only. Wherever it is not possible to base the rates for

varied/deviated or extra items on the tender quoted rates then the rate analysis as

per CPWD/SOR Rate Analysis is to be submitted by the Contractors with 15%

towards Contractors overheads. Labour and material constants shall be considered

from CPWD/SOR Rate Analysis. Market rates of materials & labour shall be

considered duly supported by original bills with payment details / Quotations to be

approved by Owner / PMC. 1 % of the derived cost of the item shall be allowed for

water and electricity charges and 15 % for contractor’s profit and overheads. For

items not available in above-mentioned documents, industry accepted standards

shall be adopted at the discretion of PMC subject to approval of Owner.

b) The net prices of the original tender shall determine the value of the items omitted,

provided if omissions vary the conditions under which only remaining items of works

are carried out, the prices for the same shall be valued under sub-clause (c) hereof.

c) Where the extra works are not of similar character and/or executed under similar

conditions as aforesaid or where the omissions vary the conditions under which any

remaining items of works are carried out , if the amount of the whole of the Contract

Works or to any part thereof shall be such that in the opinion of the Architect the net

rate or price contained in the Priced Schedule of Quantities or tender or for any item

of the work involves loss or expense beyond that reasonably contemplated by the

Contractor or is by reason of such omission or additions rendered unreasonable or

inapplicable, the Architect shall fix such other rate or price as in the circumstances he

shall feel reasonable and proper, with the prior approval in writing of the employer.

d) Where extra work cannot be properly measured or valued the Contractor shall be

allowed day work prices as the net rates stated in the tender or the Priced Schedule

of Quantities or, if not so stated, then in accordance with local day work rates and

wages for the district, provided that in either case vouchers specifying the daily time

(and if required by the Architect, the workman’s name) and materials employed to be

delivered for verification to the Architect or his representative at or before the end of

the week following that in which the work has been executed. The measurement and

valuation in respect of the Contract shall be completed within the “period of final

measurements” stated in the Appendix or if not stated then within six months of the

completion of the Contract works as defined in Clause 21 hereof.

18) UNFIXED MATERIALS WHEN TAKEN INTO ACCOUNT TO BE THE PROPERTY

OF THE EMPLOYER: -

Where in any certificate (or which the Contractor has received payment), the Architect

has included the value of any unfixed materials intended for and/or placed on adjacent to

the works, such materials shall become the property of the Employer and they shall not

be removed except for use upon the works, without the written authority of the Architect.

The Contractor shall be liable for any loss of or damage to such material.

19) REMOVAL OF IMPROPER WORKS: -

The Architect / Owner shall, during the progress of the works, have power to order in

writing from time to time the removal from the work within such reasonable time or times

as may be specified in order, of any materials which in the opinion of the Architect /

Owner are not in accordance with the specifications or the instructions of the Architect

the substitution of proper materials, the removal and proper re-execution of any work

executed with materials or workmanship not in accordance with the Drawings and

Specifications or instructions and the Contractor shall forth with carry out such order at

his own cost. In case of default on the part of the Contractor to carry out such order, the

Employer shall have the power to employ and pay other persons to carry out the same;

and all expenses consequent thereon, or incidental thereof, shall be deducted by the

Employer from any one due, or that may become due, to the Contractor.

20) DEFECTS AFTER VIRTUAL COMPLETION: -

Any defect, shrinkage, settlement or other faults which may appear within the Defect

Liability Period stated in the Appendix hereto or, if non stated then within One Year after

the virtual completion of the works, arising in the opinion of the Architect from materials

or workmanship not with accordance with the Contract, shall upon directions in writing of

the Architect, and within such reasonable time as shall be specified therein, be

corrected/rectified and made good by the Contractor, at his own cost, and in case of

default the Employer may employ and pay other persons to amend and make good such

defects, loss and expenses consequent thereon or incidental thereto shall be made

borne by the Contractor and such damage, loss and expenses shall be recoverable from

him by the Employer, upon the Architects Certificate in writing, from any money due or

that may become due to the Contractor, or the Employer, may in lieu of such amending

and making good by the Contractor deduct from any money due to the Contractor a sum,

to be determined by the Architect equivalent to the cost of amending such work and in

the event of the amount retained under Clause 32 hereof being insufficient recover the

balance from the Contractor, together with any expenses the Employer may have

incurred in connection therewith. Should any defective work have been done or material

supplied by any Sub-Contractor employed on the works who was been nominated or

approved by the Architect as provided in Clause 12 and 22 hereof, the Contractor shall

be liable under the provisions of this Clause and Clause 2 hereof, the Contractor shall

remain liable under the provision of this Clause notwithstanding the signing of any

Certificate or the passing of any accounts, by the Architect.

21) CERTIFICATE OF VIRTUAL COMPLETION & DEFECTS LIABILITY PERIOD: -

The work shall not be considered as completed until the Architect has certified in writing

that they have been virtually completed. The Defect Liability Period shall commence from

the date of such Certificate.

22) NOMINATED SUB-CONTRACTORS: -

All Specialist, Merchants, Tradesmen and others executing any work of supplying and

fixing any goods for which prime cost prices or provisional sums are included in the

Schedule of Quantities and / or Specifications who may be nominated or selected by the

Architect / Owner and hereby declared to be Sub-Contractors employed by the

Contractors and are herein referred to as nominated Sub-Contractors. No nominated

Sub-Contractor shall be employed on or in connection with the works against whom the

Contractor shall make reasonable objection or (save where the Architect and Contractor

shall otherwise agree) who will not enter into a Contract providing: -

a) That the nominated Sub-Contractor shall indemnify the Contractor against the same

obligations in respect of the Sub-Contract as the Contractor is under in respect of this

b) That the nominated Sub-Contractor shall indemnify the Contractor against claims in

respect of any negligence by the Sub-Contractor, his servants or agents or any

misuse by him or them or any scaffolding or other plant, the proper of the Contractor

or under any workmen’s compensation Act in force.

c) Payment shall be made to the nominated Sub-Contractor within fourteen days of his

receipt of the Architects Certificate provided that before any Certificate is issued, the

Contractor shall upon the request furnish to the Architect proof that all nominated

Sub-Contractor accounts included in the previous Certificate have been duly

discharged; in default whereof the Employer may pay the same upon a Certificate of

the Architect and deduct the amount thereof from any sums due to the Contractor.

The exercise of this power shall not create private of Contract as between Employer

and Sub-Contractor.

23) OTHER PERSONS EMPLOYED BY THE EMPLOYER: -

The Employer reserves the rights to use premises and portions of the site for the

execution of the work not included in this Contract, which it may desire to have carried

out, by other persons, and the Contractor shall allow all reasonable facilities for the

execution of such work except by special arrangement by the Employer. Such work shall

be carried out in such manner as not to impede the progress of the works included in the

Contract and the Contractor shall not be responsible for any damages or delay which

may happen to or occasioned by such work.

24) INSURANCE IN RESPECT OF DAMAGE TO PERSONS AND PROPERTY: -

The Contractor shall be responsible for all injury to persons, animals or things, and for all

structural and decorative damage to property which may arise from the operation or

neglect of himself or any nominated Sub-Contractor or any employee of either, whether

such damage or injury arises from carelessness, accident or any other cause whatever in

any way connected in the carrying out of this Contract. This Clause shall be held to

include internal any damage to buildings, whether immediately adjacent or otherwise,

and any damage to the roads, streets, foot-paths, bridge or ways as well as all damage

caused to the buildings and works forming the subject of this Contract by frost, rain, wind

or other inclemency of weather. The Contractor shall indemnify the Employer and hold it

harmless in respect of all and any expenses arising from such injury or damage to

persons or property as aforesaid and also in respect of any claim made in respect of

injury and damage under any Act of any Legislature of otherwise and also in respect of

any award of compensation or damages consequent upon such claims.

The Contractor shall reinstate all damage of every sort mentioned in this Clause, so as to

deliver up the whole of the Contract Works complete and perfect in every respect and so

as to make good or otherwise satisfy all claims for damages to the property of third

The Contractor shall indemnify the Employer against all claims which may be made

against the Employer by any member of the Public or third party in respect of anything

which may arise in respect of the works or in consequence thereof and shall at his own

expenses arrange to effect and maintain, until the virtual completion of the Contract, with

an approved offices, a Policy (CAR) of insurance in the name of the Employer and the

Contractor against such risks and deposit such policies with the Architect from time to

time during the currency of this Contract. The Contractor will also similarly indemnify the

Employer whether under the Workmen’s Compensation Act or play other statute in force

during the currency of this Contract or at Common Law in respect of any Employee of the

Contractor or any Sub-Contractor and shall at his own expense effect and maintain, until

the virtual completion of the Contract, with an approved office, a Policy of Insurance in

the joint name of the Employer and the Contractor against such risks and deposit such

policy or policies with the Architect from time to time during the currency of the Contract.

The Contractor shall be responsible for any liability which may be excluded from the

Insurance Policies above referred to and also for all other damages to any person,

animal or property arising out of incidental to the negligent or defective carry in out of this

Contract. He shall also indemnify the Employer in respect of any cost, charges or

expenses arising out of any claims or proceeding and also in respect of any award of

compensation and damages arising there from.

The Employer shall with the concurrence of the Architect, be entitled to deduct the

amount of any damage, compensation, cost, charges and expenses arising from or

accruing from or in respect or, any such claims or damage from any or all sums due or to

become due to the Contractor without prejudice to the Employers other rights in respect

25) FIRE INSURANCE: -

a) The Contractor shall, within seven days from the date of Commencement of Works,

insure the works at his cost and keep them insured until the virtual completion if

the work, against loss or damages by fire with an Office to be approved by the

Architect in the joint name of the Employer and the Contractor (the name of the

former being placed first in the Policy), for appropriate value decided by the employer

of the contract amount. The Contractor shall deposit the policy and receipts for the

premium with the Owner within Sixty days from the Commencement of the works,

unless otherwise instructed by the Architect. in default of the Contractor insuring as

provided above, the Employer of the Architect on his behalf, may so insure the works

and may deduct the premier paid from any money due or may become due to the

Contractor without prejudice to the other rights of the Employer in respect of such

default. In case it becomes necessary to suspend the works, the Contractor shall as

soon the claim under the Policy is settled, or work reinstated by the Insurance Office,

should they elect to do so, proceed with all due diligence with the completion of the

works in the same manner as though the incident had not occurred and in all

respects under the same conditions of the Contract. The Contractor, in case of

rebuilding of reinstatement after fire, shall be entitled to such extension of time for

completion as the Architect deemed fit.

b) The amount so due as aforesaid shall be the total value of the works duly executed

and of the Contract and of the Contract materials and goods delivered upon the Site

for use in works and including the date not more than seven days prior to the date of

the said Certificate less the amount to be retained by the Employer (as hereinafter

provided) and less any installments previously paid under this Clause. Provided that

such Certificate shall only include the value of the materials and goods as and from

time to time as they are reasonably property and not prematurely brought upon the

Site and then only if properly Stored and/or protected against weather.

26) DATE OF COMMENCEMENT AND COMPLETION: -

The Contractor shall be allowed admittance to the a Site on the Date of Commencement

stated in the Appendix hereto, or such later date as may be specified by the

Owner/Architect and he shall there upon and forth with begin the works and shall

regularly proceed with and complete the same (except the painting or other decorative

work as the Architect may desire to delay) on or before the Date of Commencement

stated in the Appendix subject never the less to the provision for extension of time

hereinafter contained.

27) DAMAGES FOR NON COMPLETION: -

If the Contractor fails to complete the works by the date stated in the Appendix or within

any extended time or under the Clause hereof and the Owner/Architect certifies in writing

that in his opinion, the same ought reasonably to have been completed, the Contractor

shall pay the Employer the sum named in the Appendix as “Liquidated Damages” for the

period during which the said works shall so remain incomplete and the employer may

deduct such damages from any money due to the Contractor. Liquidated damage shall

0.10 % of the contract amount per day of delay subject to a Ceiling 10% of the

Final contracted amount

28) BONUS/ INCENTIVE FOR TIMELY COMPLETION: -

This clause no. 28 is to be considered as DELETED.

29) DELAY AND EXTENTION OF TIME: -

If in the opinion of the Architect/GCSC the work be delayed (a) by force majeure or (b) by

reason of any exceptionally inclement weather of (c) by reason of proceedings taken or

threatened by or dispute with adjoining or neighboring owners or public authorities

arising otherwise then through the Contractor own default or (d) by the works and delay

of the other Contractors or tradesmen engaged or nominated by the Employer or the

Architect and not referred to in the Schedule of Quantities and/or specification or (e) by

reasons of the Architect instructions as per Clause 2 here if or (f) by reason of civil

commotion, local combinations of workmen or strike or lock-out affecting any of the

building trades or (g) in consequence of the Contractor not having received in due time

necessary instructions from the Architect for which he shall specifically applied in writing

or (h) from other causes which the Architect may certify as beyond the control of the

Contractor or (i) in the event, the value of work exceeded the value of the Priced

Schedule of Quantities owing to variation, the Architect may with the previous approval in

writing of the Employer make a fair and reasonable extension of time for the completion

of the Contract Works; in case of such strike or lockout, the Contractor shall as soon as

may be, give written notice thereof to the Architect, but the Contractor shall nevertheless

constantly use his endeavor to prevent delay and shall do all that may reasonably be

required to the satisfaction of the Architect to proceed with the work.

30) FAILURE BY CONTRATOR TO COMPLY WITH ARCHITECT/GCSC

INSTRUCTIONS :-

If the Contractor after receipt of written notice from the Architects requiring compliance

within ten days fails to comply with such further drawings and / or Architects instructions,

the Employer may Employ and pay other persons to execute any such work whatsoever

that may be necessary to give effect thereto, and all costs incurred in connection

therewith shall be recoverable from the Contractor by the Employer on the Certificate of

the Architect as a dept. or may be deducted by him from any moneys due to the

31) TERMINATION OF CONTRACT BY THE EMPLOYER:-

If the Contractor being an individual or a Firm, commits any act of insolvency or shall be

adjudged an insolvent or being an Incorporate Company, shall have an order for

compulsory winding up, voluntarily or subject to the supervision of the Court and the

Official Assignee or the Liquidator in such acts of insolvency and winding up, as the case

may be, shall be unable within seven days after notice to him requiring him to do so, to

show the reasonable satisfaction of the Architect that he is able to carry out and fulfill the

Contract and to give security thereof, of so required by the Architect.

Or if the Contractor (whether an individual, Firm or incorporated Company) shall suffer

execution or other process of Court attaching property to be issued to the Contractors.

Or shall suffer any payment under this Contract to be attached by or on behalf of any of

the creditors of the Contractors.

Or shall assign or sublet this Contract without the consent in writing of the Employers first

Or shall charge or encumber this Contractor or any payment due of which may become

due to the Contractor hereunder.

Or if the Architect shall certify in writing to the Employer that the Contractor:

i) Has abandoned the Contract, or

ii) Has failed to commence the works or has without any lawful excuse under these

conditions suspended the progress of the works for fourteen days after receiving

from the Architect notice to proceed or

iii) Has failed to proceed with the works with such due diligence and failed to make

such due progress as would enable the works to be completed within the time

agreed upon, or

iv) Has failed to remove materials from the Site or to pull down and replace work for

seven days after receiving from the Architect written notice that the said materials

or work were condemned and rejected by the Architect under these Conditions, or

v) Has neglected or failed persistently to observe and perform all or any of the acts,

matters or things by this Contract to be observed and performed by the

Contractor to observe or perform the same.

Then and in any of the said cases the Employer may, notwithstanding any previous

waiver, after giving seven days’ notice in writing to the Contractor, determined the

Contractor, but without thereby affecting the powers of the Architect or obligations of

liabilities of the Contractor, the whole of which shall continue in force as fully as if the

Contract has not been so determined, and as if the work subsequently executed had

been executed by or on behalf of the Contractor. And further, the Employer by his agent

or servants may enter upon and take possession of the work and all plant, tools,

scaffoldings, shed, machinery, steam and other power utensils and materials lying upon

the premises or on the adjoining land or roads and use the same as his own property or

may employ the same by means of his own servants and workmen in carrying on and

completing the works or by employing any other Contractor shall not in any way interrupt

or do any act, matter or things to prevent or hinder such other Contractor or other person

employed for completing or finishing or using the materials and plant for the work. When

the work shall be completed or as soon as thereafter as convenient the Architect shall

give a notice to the Contractor to remove his surplus materials and plant and should the

Contractor fail to do so within the period of fourteen days after receipt thereof by him, the

Employer may sell the same by public auction, and give credit to the Contractor for the

net amount realize. The Architect shall thereafter ascertain and certify in writing under his

hand what (if anything) shall be due or payable to, or by the Employer, for the value of

the said plant and materials so taken possession by the Employer and the expenses and

loss which the Employer shall have been put to in procuring the works to be completed

and the amount, if any, owing to the Contractor and the amount which shall thereupon be

paid by the Employer to the Contractor or by the Contractor to the Employer, as the case

may be and the Certificate of the Architect shall be final and conclusive between the

32) PROCUREMENT AND SUPPLY TO BE APPROVED BY EMPLOYER:

All procurement and supply for the works for items which are not covered in the

Schedule of Rates provided by the employer shall be carried out using prudent practices

and soliciting competitive rates from eligible and competent suppliers of procurement the

rates of procurement and final order will be approved by the employer or the

Architect/Consultant appointed by the Employer in this regard.

All procurement shall be of materials that meet all the necessary quality and safety

standards necessary for completing the works. The Contractor shall be solely

responsible for the quality of the procured items and remedy any defects in the procured

items/replace them without recourse to the Employer.

33) CERTIFICATE AND PAYMENTS: -

The Contractor shall be paid by the Employer from time to time instalments under Interim

Certificates to be issued by the Architects to the Contractor on account of the works

executed when in the opinion of the of the Architect, work to the value named in the

Appendix as value of work for Interim Certificates (or less at the reasonable discretion of

the Architect) has been executed in accordance with this Contract, subject, however, to a

retention of the percentage of such value named in the appendix hereto as retention

percentage for Interim Certificates, until the total amount retained shall reach the named

percentage for Interim Certificates, until the total amount retained shall reach the named

in the Appendix as limit for Retention Money, after which time to the instalments shall be

up to the full value of the work subsequently so executed and fixed in the building. The

Architect may in his discretion include the Interim Certificate, such amount, as he may

consider proper on accounts of materials delivered upon the site by the Contractor for

use in the Works. And when the works have been virtually completed and the Architect

shall have certified in writing that they have been completed the Contractor shall be paid

by the Employer in accordance with the Certificate to be issued by the Architect the sum

of money named in the Appendix Installment after Virtual Completion and the Contractor

shall be entitled to the payment of the Final Balance in accordance with the Final

Certificate to be issued in writing by the Architect at the expiration of the period referred

to as the Defect Liability Period in the appendix hereto from the date of Virtual

Completion or as soon after the expiration of such period as the works shall be finally

completed and all defects made good according to the true intent and meaning and

hereof whichever shall last happen provided always that the issue of the Architect of any

certificate during the progress of the work or at or after the completion shall not relieve

the Contractor from his Liability under Clause 2 and 20 nor relieve the Contractor of his

inability in case of fraud, dishonesty or fraudulent concealment relating to the works or

materials or to any matter dealt with in the Certificate, and in case of all the defects and

insufficiencies in the works or material which a reasonable examination would not have

disclosed. No Certificate of the Architect shall of itself be conclusive evidence that any

works or materials to which it relates are in accordance with the Contract, neither will the

Contractors have a claim for any amounts which the Architects might have certified in

any interim bill and paid by the Employer and which subsequently be discovered as not

payable and in this respect the Employer decision shall be final and binding.

The Architect/GCSC shall have power to withhold any Certificate if the work or any parts

thereof are not being carried out to his satisfaction.

The Architect/GCSC may by any certificate make any correction in any previous

certificate, which shall have been issued by him.

Architect shall issue no Certificate of payment if the Contractor fails to insure the work

and keep them insured till the issue of Virtual Completion Certificate.

Payments upon the Architects Certificate shall be made within the period named in the

Appendix as Period of honoring Certificates after such Certificates have been delivered

to the Employer.

34) DELAY PAYMENT: -

No interest shall be paid for delayed payment due to any reasons.

35) MATTERS TO BE FINALLY DETERMINED BY ARCHITECT/EIC :-

The decision opinion, direction, certificate (except for payment) with respect to all or any

of the matters under Clause 2(a), 2(b), 4,7,12,19,28 (a, b, c, d, f) hereof (which matters

are herein referred to as the Accepted matters) shall be conclusive and binding on the

parties hereto and shall be without appeal. Any other decision opinion, direction,

certificate or valuation of the Architect/EIC or any refusal by the Architect/EIC to give any

of the same, shall be subject to the right of Arbitration and review under Clause

hereof in the same way in all respects (including the provision as to opening the

reference) as it were the decision of the Architect/EIC.

36) SETTLEMENT OF DISPUTES BY ARBITRATION: -

(1) Disputes to be referred to Tribunal:

The disputes relating to this contract, so far as they relate to any of the matter of this

tender, whether such disputes arise during the progress of the work or after the

completion or abandonment thereof, shall be referred to the Arbitration Tribunal, Gujarat

(2) The provision of Section-21 of the GPWD dispute Arbi. Tribunal Act –92 & order

issued by the Govt. in connection with this Act will now apply for Arbitration (As per

Government in N. & W.R.D. letter No. SUT/1090/2679/K2 dtd.9/2/94 .

(3) The provision of Arbitration Act., shall in so far as they are inconsistent with the

provision of this act cease of to apply to any dispute arising from a works contract and all

arbitration proceedings in relation to such dispute before an arbitrator, court of authority

shall stand transferred to the Tribunal.

(4) The awards declared by the arbitrator should be speaking award, giving reasons and

calculations for every item of claims. The decision will have to be implemented by all the

departments of the State Government and Public Sector Enterprises of Gujarat.

(Resolution F. D. No. PB/1088/735/KT/Sachivalaya/ Gandhinagar 5th October 1988.)

(5) In case of dispute leading to the contractor or Government of Gujarat approaching to

Court of Law, it shall be within the jurisdiction where the site of work is situated.

(6) The reference to arbitration proceeding under this clause shall not

(i) affect the right of both the parties under the contract to take possession of all or any

tools plants materials and stores in or upon the works of site thereof belonging to the

contractor or procured by him and intended to be used for the execution of the work or

any part thereof.

(ii) Preclude the Engineer-in-charge from utilizing the materials purchased by the

contractor in any work or from removing such materials to other places, during the period

the work is stopped or suspended in pursuance of notice given to the contractor.

(iii) Entitle the contractor to stop the progress of the work or the carrying out the

additional or altered work in accordance with the provisions of clause

36) RIGHT OF TECHNICAL SCRUTINY OF FINAL BILL: -

The Employer shall have right to cause a technical examination of the works and the

final bill of the Contractor including all supporting vouchers abstracts, etc., to be made at

the time of payment of the final bill. If as a result of this examination or otherwise any

sum is found to have been overpaid or over certified, it shall be lawful for the Employer to

recover the same. Such final bills shall be scrutinized by registered chartered

accountants as appointed by GCSC.

37) EMPLOYER ENTITLED TO RECOVER COMPENSATION PAID TO WORKMEN: -

If, for any reason, the Employer is obliged, by the virtue of the provision of the

Workmen’s Compensation Act, 1923, or any Statutory modification or re-enactment

thereof to pay compensation to a workman employed by the Contractor in execution of

the works, the Employer shall be entitled to recover from the Contractor the amount of

compensation so paid, and without prejudice to the rights of the employer, under the said

Act. The employer shall be at liberty to receive such amount or any part thereof by

deducting or from the Security Deposit or from any sum due to the Contractor under this

contract or otherwise. The Employer it under the said Act, except on the written request

of the Contractor and upon his giving to the Employer full security to the satisfaction of

the Employer for all costs for which the Employer might become liable in consequence of

contesting such claim.

38) ABANDONMENT OF WORKS: -

If at any time after the acceptance of the Tender, the Employer shall for any reasons

whatsoever not require the whole or any part of the works to be carried out, the Architect

shall give notice in writing to the Contractor who shall have no claim to any payment of

compensation or otherwise whatsoever on account of any profit or advantage which he

might have derived from the execution of the whole works.

39) RETURN OF SURPLUS MATERIALS: -

Notwithstanding anything to the contrary contained in any or all the Clauses of this

Contract, where any material for the execution of the Contract is procured with the

assistance of the Employer by purchases made under orders or permits of licenses

issued by the Government, the Contractor shall hold the said materials economically and

solely for the purpose of the Contract and not dispose them without the prior written

permission of the Employer and return it to the Employer, if required by the Employer at

the price to determine by the Architect having due regard to the condition of the

materials, the price to be determined not to exceed the purchase price thereof

inclusive of Sales Tax, Octroi Duty and other such levies paid by the Contractor

in respect thereof. In event if the breach of the aforesaid condition the Contractor shall,

in addition to being liable to action for contravention of the terms of license or permit and

/ or original breach of trust, be liable to Employer for all such moneys, advantages or

profits resulting or which in the usual course would have results to him by reason of such

40) RIGHTS OF EMPLOYER TO TERMINATE CONTRACT IN EVENT OF DEATH OR

CONTRACTOR IF INDIVIDUAL: -

Without prejudice to any of the rights or remedies under this contract, if the Contractor,

being an individual dies, the Employer shall have the option of terminating the Contract

without incurring any liability for such termination.

41) IDLE LABOUR:

Whatever the reason may be, no claim for idle labour, additional establishment cost of

hire and labour charges of tools, plants, equipment etc. would be entertained under any

42) BID PRICES:

The Bidder shall fill in a single rate for a Procurement Fees for providing procurement

services with respect to bought out items. Procurement of items (lighting fixtures, CP

fittings etc. as indicated in schedule B) shall be carried out by the Bidder with prior

approval of the Employer / independent Architect and the contractor entitled to the

Procurement Fee on such procurement fees will be payable on items which are procured

directly by the Employer.

1) There shall be maintained a readily accessible place first aid appliances including

adequate supply of sterilized dressings and cotton wool.

2) An injured person shall be taken to public hospital without loss of time, in case where

injury necessitates hospitalization.

3) Suitable and strong scaffolds should be providing for workmen for all works that cannot

safety be dome from ground.

4) No portable single ladder shall be over 8 meters in length. The width between the side

rails shall not be less than 30 cm. (clear) and the distance between two adjacent rungs

shall not be more than 30 cm. When a ladder is used, an extra mazdoor shall be

engaged for holding the ladder.

5) The excavated material shall not be placed within 1.5 meters of the edge of the trench or

half of the depth of trenches whichever is more. All trenches and excavations shall be

provided with necessary fencing and lighting.

6) Every opening in the floor of a building or in a working platform be provided with suitable

means to prevent the fall of person or materials by providing suitable fencing or railing

whose minimum height shall be one meter.

7) No floor, roof or other part of the structure shall be so overloaded with debris or materials

as to render it unsafe.

8) Workers employed on mixing and handling material such as asphalt, cement mortar or

concrete and lime mortar shall be provided with protective footwear and rubber hand-

9) Those engaged in welding works shall be provided with welder’s protective eye-shields

10) i) No paint containing lead or lead products shall be used except in the form of paste or

ready-made paint.

ii) Suitable facemasks should be supplied for use by Worker when the paint is applied in

form of spray or surface having lead paint dry rubbed and scrapped.

11) Overall shall be supplied by the Contractor to the painters and adequate facilities shall

be provided to enable the working painters to wash during the period of cessation of

12) Hoisting machines and tackle used in the works, including their attachments, anchorage

and supports shall be in perfect condition.

13) The ropes used hoisting or lowering material or as a means of suspension shall be of

durable quality and adequate strength and free from defects.

14) The entire work site shall be adequately lighted Temporary fencing around excavated

areas; opening may be provided, if advised for safety reasons.

15) Agency Shall Follow All Safety Guidelines Of Covid-19 As Published By Government Of

IRREVOCABLE CONFIRMED BANK GUARANTEE PROFORMA

Bank Guarantee No.

The Gujarat Council of ScienceCity

Via Sola Under bridge, Sola Santej Road, Off Sarkhej Ahmedabad Highway, Ahmedabad

We are aware the M/s_________________________________________ having their

registered office at_________________________________ have offered to work for

Repairing and Color works at Science City Campus, Ahmedabad and further that you have

accepted their offer and entered into a contract with them in that regard. We herewith

guarantee to pay to you the maximum of Rs.______________

(Rupees_____________________________ only) in the event of the failure of

M/s_____________________________________ to fulfill any or all of their contractual

obligations or in the event of their committing any breach of the conditions of your Contract,

read with all appendices and annexure, as determined by you and entirely in your

unquestioned opinion.

Within ten days of the receipt of demand from you, we shall, without demur, pay you the sum

or sums mentioned in your demand up to a total sum not exceeding Rs. ________________

We do recognize your authority to demand a total of the above sum, without having to assign

any reason or to offer any proof or to substantiate the grounds of your demand. We admit

our liability to make payment to you as and when demanded.

We confirm that this guarantee shall remain in force for a period of ______________months

that is until__________ or any extension of this period. We moreover affirm that this is an

irrevocable confirmed guarantee and shall not be withdrawn nor cancelled before the

aforementioned date.

Insofar as you do not encash this guarantee wholly at one time, it shall remain valid and in

force in the sum equal to the difference between the total amount of Rs.

force in the sum equal to the difference between the total amount of Rs.

___________________ and the amounts paid to you against your demands.

We undertake to renew this guarantee or to extend the period of its validity within one month

before its expiry, upon being called upon by you to do so. If, for any reason whatever and

under circumstance whatsoever, this guarantee is not renewed or extended, we undertake to

pay you the full amount of the guarantee on demand and without demur.

Signature, seal and designation of duly authorized bank representative.

UNDERTAKING FOR CLOSURE OF CONTRACT

Gujarat Council of Science City Via Sola Under bridge, Sola Santej Road, Off Sarkhej

Ahmedabad Highway, Ahmedabad

Whereas, we M/s __________________________________________ the contractor have

successfully completed the work regarding “___________________________________________”

and the final bill of the contractor have been finalized and certified by Architect, Project Management

Consultant and also approved by the Project Manager/ Engineer in Charge for a total value of Rs.

Now, we the contractor hereby agrees that the final bill is acceptable to us and we shall not claim any

further amount relating to extra item under any head including escalation of cost, additional item,

change in scope of work, liquidated damages or under any other pretext/ context as all our claims/

demands, if any, have been covered under the final bill. Accordingly, the contract is closed for all-

purpose except to the extent of our defect liability and performance guarantee and/or warranty as per

requirement of the contract.

We further undertake that over and above our liability under defect liability clause under agreement

for the above work, we shall also be liable for performance of the bought-out items included in the

above final bill.

This undertaking is executed and delivered to you in good faith without any pressure, coercion,

obligation or influences whatsoever and accordingly we have signed this understanding having fully

aware of the meaning, contents and interpretation of this undertaking.

Yours faithfully,

Authorized Signatory

TECHNICAL SPECIFICATIONS.

5.1 SECTION – A : GENERAL.

The scope of work covers execution and completion of Repairing and Color works at

Science City Campus, Ahmedabad Gujarat Council of Science City, in accordance with

drawings and specifications prepared by and under direction and to the satisfaction of

Architect &GCSC: -

The Gujarat Council of Science City

Via Sola Under bridge, Sola Santej Road,

Off Sarkhej Ahmedabad Highway,

The form of Contract shall be according to the printed form “Condition of Contract”. The

following clauses shall be considered as an extension and not in limitation of the obligation

of the Contractor.

1) Contractor to inspect Site:

The Contractor shall visit and examine the construction site and satisfy as to the

nature of the existing roads or other means of communications, the character of the

soil and the excavation , the extent of magnitude of the work and facilities for

obtaining materials and shall obtain generally his own information on all matters

affecting the execution of the work. No extra charge made in consequence of any

miss-understanding or incorrect information on any of these points or on grounds of

insufficient description will be allowed. All expenses incurred by the Contractor in

connection with obtaining information for submitting this tender including his visits to

the site or efforts in compiling the tender shall be borne by the Tenderer and no claim

for reimbursement thereof shall be entertained.

2) Access to Site:

The Contractor is to include in his rates for forming access to the Site with all

temporary roads gangways required for the works.

3) Setting Out:

The Contractor shall set out the building in accordance with the plans. All grid /

center lines shall be pegged out to satisfaction of the Architects. The Contractor shall

be responsible for the correctness of the lining out and any inaccuracies are to be

rectified at his own expense. He will be responsible for taking ground levels of the

Site before setting out and recording them without any extra charge. The Contractor

shall construct and maintain proper benches at the intersection of all main walls,

columns, etc., in order that the lines and levels may be accurately checked at all

4) Treasure Trove:

Should any treasure, fossils, minerals, or works of art of antiquarian interest to found

during excavation or while carrying out the works, the Contractor shall give

immediate notice to the Architects of any such discovery and shall make over such

finds to the Employer.

5) Access for Inspection:

The Contractor is to provide at all times during the progress of the work and the

maintenance period proper means of access, with ladders, gangways, etc., and the

necessary attendance to move and adapt as directed for the inspection of

measurement of the works by the Architects or their representatives.

6) Attendance upon all Trades:

The general Contractor shall be required to attend on all the Tradesmen or Sub-

Contractors appointed by the Employer for Water Supply and Sanitary, Electrical

Installation, Lifts, Air-conditioning, Security Equipment, Hardware, Telephone and

other special Contractors. The rates quoted shall be inclusive of attendance and also

allow the Contractors appointed by the Employer, use of his scaffolding and retain

until such times the relevant Sub-contractor works are complete.

7) Water Supply:

Water shall be arranged in accordance with condition-7 of terms & Conditions of

Contract. The general Contractor shall allow the use of water for any other works on

the Site done by other Contractors appointed by the Employer and the Architects

shall apportion the cost.

8) Electric Supply:

Shall be arranged in accordance with condition-7 of terms & Conditions of the

Contract. He shall also allow other Contractors to use the facilities when requested

but consumption charges will be apportioned by the Architects.

9) Gatekeeper and Watchmen:

The Contractor from the time of being placed in possession of the Site must make

arrangements for watching lighting and protecting the work, all materials, workmen

and the public by day and night on all days including Sundays and Holidays at his

10) Sheds for Materials:

The Contractor shall provide for all necessary sheds of adequate dimensions for

shortage and protection of materials like cement, lime, timber, and such other

materials including tools and equipment which are likely to deteriorate by the action

of Sun, Wind, Rain or other natural causes due to exposure in the open.

All such sheds shall be cleared away and the whole area left in good order on

completion of the Contract to the satisfaction of the Architects.

All materials, which are stored on the site such as bricks, aggregates, etc., shall be

stacked in such a manner as to facilities rapid and easy checking of quantum of such

11) Cost of Transporting:

The Contractor shall allow in his cost for all transporting, unloading stacking and

storing of supplies of goods and materials for this work on the Site and in the places

approved from time to time by the Architects. The Contractor shall allow in his price

for transport of all materials controlled or otherwise to the site.

12) W.C. & Sanitary accommodation and Office Assessors and accommodation:

The Contractor shall provide at his own cost and expense adequate closet and

sanitary accommodation complying in every respect to the rules and regulations in

force of the local authorities and other public bodies, for his workmen of nominated

sub-contractors and others contractors working in the building, the assistant engineer

and other employer’s agent connected with this building project and maintain the

same in good working order.

The Contractor shall also provide at his own expenses adequate office and shall

maintain the same in a satisfactory condition and shall provide light, fan and

attendant, etc., for the same and shall remove them after completion of works. He

shall arrange to supply at his own expenses, office furniture with drawing assessors

for the official use of the assistance engineer and at all times maintain in good

working order a dumpy level and a Theodolite at Site, to enable the Assistant

Engineer to check the lines and levels of work.

13) Materials, Workmanship & Samples:

Materials shall be of approved quality and the best of their kind available and shall

generally conform to I.S. Specifications. The Contractor shall take prior approval from

Owner/PMC and order all the materials required for the execution of work as early as

necessary and ensure that such materials are on Site well ahead of requirement for

use in the work. The work-involved calls for high standard of workmanship combined

with speed and to the entire satisfaction of the Architects.\

14) Rates for Non-Tender Items:

Rates of items not included in Schedule of Quantities shall be settled by the

Architects/ PMC/GCSC as mentioned in the variation Clause of the Contract

15) Rate to include:

The rates quoted shall be for all heights and depths and for finished work.

16) To ascertain from Contractors for other trades.

The Contractor shall ascertain from other Contractors as directly by the Architects all

particular relating to their work with regards to the order of its execution and the

position in which cases, holes and similar items will be required, before the work is

taken in hand as no claims for extra will be allowed for cutting away work already

executed in consequence of any neglect by the Contractors to ascertain these

particulars beforehand.

Before ordering materials, the Contractors shall get the samples approved from the

Architects well in time.

17) Testing of work and material:

The Contractors shall, if required by the Architects, arrange to test materials and / or

portions of the works at his own cost in order to provide their soundness and

efficiency. If after any such test the work or portion of works is found in the opinion of

the Architect to be defective or unsound, the Contractor shall put down and re-do the

same at his own cost. Defective materials shall immediately the removed from the

18) Foremen and Tradesmen:

All tradesmen/technical staff shall be experienced men properly equipped with

suitable tools for carrying out all the work of carpentry and joinery and other specialist

trades in a first class manner and where the Architects deemed necessary, the

Contractor shall provide any such tools, special or ordinary which are considered

necessary for carrying out the work in a proper manner.

All such tradesmen shall work under an experience and properly trained foremen,

who shall be capable of reading and understanding all drawings, pertaining to this

work and the Contractor shall also comply with other conditions set out in Clause 9 of

the Conditions of the Contract.

19) Work Program / Weekly Progress Report:

The Contractor shall prepare and submit to Architects for approval, a bar chart

showing the program of construction of various items, fitted within the period

stipulated for completion, within 15 days of the communication of the acceptance of

the tender. The Contractor shall also furnish necessary particulars to the assistance

engineer for compiling weekly/monthly progress reports in the format furnished by the

Architects/ PMC.

20) Clearing of Site:

The Contractor shall after completion of the work clear the site of all the debris and

left over materials at his own expense to the entire satisfaction of the Architects and

Municipal or other public authorities.

21) Photographs:

The Contractor shall at his own expense supply to the Architects with triplicate copies

of large photographs not less than 15 cm. x 10 cm. (6” x 4”) of the works taken from

two approved portions of each building, at intervals of not more than 8 days during

the progress of the work and at every important stage of construction.

22) Preparation of building for occupation and use on Completion:

The whole of the work shall be thoroughly inspected by the Contractor and all

deficiencies and defects put right. On completion of such inspection, the Contractor

shall inform the Architects in writing that he has finished the work and it is ready for

the Architects inspection.

On Completion, the Contractor shall clean all windows and doors and all glass

panes, including cleaning of all floors, staircases and every part of the building neat

and clean and ready for immediate occupation and to the satisfaction of the

Architects / PMC.

23) Contractor to provide etc.:

The Contractor shall provide notice board on proper supports 2 m. x 1.5 m. (6’ x 4’ –

6”) in a position approved by the Architects. He shall allow for painting and lettering

stating name of the work, name of Architects, Structural Consultants, General

Contractor and Sub-Contractor. All letters except that of the name of the work shall

be in letters not exceeding 5 cm. in height and all to the approval of the Architects.

24) Protection:

The Contractor shall properly cover up and protect all work through the duration of

work until completion, particularly masonry, risers, moldings, steps, terrace or special

floor finishes, staircases and balustrades, door and glass, paintwork and all finishing.

25) Co-ordination Contract:

The contractor will coordinate with the supplier of equipment/machineries/ fountains

like of Roads & Utilites contractor / or any other agency which are related to complete

these projects with no extra cost to GCSC.

Name of Work: - Repairing and Color works at Science City Campus, Ahmedabad

DETAIL SPECIFICATIONS

SECTION – A : MATERIALS

1) Material shall be of best-approved quality, make as approved and they shall comply with

the respective Specification.

2) All material shall got approved before supply and the approved make shall be supplied

3) If directed, materials shall be tested by GCSC for its specification and quality.

4) It shall be obligatory for the Contractor to furnish certificate, if deemed by GCSC, from

manufacturer or the material supplier that the work has been carried out by using their

material and as per their specified procedure.

5) All materials and parts supplied by the Employer / any other Specialist Firms shall be

properly stored and the Contractor shall be responsible for its quality and performance.

6) Unless otherwise shown in the documents or mentioned in the “Schedule of Quantities”

or special specification, the quality of materials, workmanship, dimensions, etc., shall be

as specified as hereunder.

7) All equipment and facilities for carrying out field tests on materials shall be provided by

the Contractor without any extra cost.

8) The work shall be done in such a manner that no damage to the existing structure or

property may occur; else the same shall be rectified by the contractor at his own cost.

9) The material shall be provided with the warranty as per manufacturer’s specification or

as defined by GCSC for the respective items.

10) Material shall comply with the respective Indian Standard Specification.

11) Samples of all materials shall be got approved before placing order and the approved

sample shall be deposited with the Architect / PMC/Owner.

12) In case of non-availability of materials in metric sizes the nearest size in FPS units shall

be provided with prior approval of the Architects for which neither extra will be paid not

any rebates shall be recovered.

13) As directed, materials shall be tested in any approved Testing Laboratory and the test

certificates in original shall be submitted to the Architect / PMC and repeated testing

including charges for repeated tests, if ordered, shall be borne by the Contractor.

14) It shall be obligatory for the Contractor to furnish certificate, if deemed by the Architects/

PMC, from manufacturer or the material supplier that the work has been carried out by

using their material and as per their recommendations.

15) All materials supplied by the Employer / any other Specialist Firms shall be properly

stored and the Contractor shall be responsible for its safe custody until they are required

on the works and till the completion of the work.

16) Unless otherwise shown on the Drawings or mentioned in the “Schedule of Quantities” or

special specification, the quality of materials, workmanship, dimensions, etc., shall be as

specified as hereunder.

17) All equipment and facilities for carrying out field tests on materials shall be provided by

the Contractor without any extra cost.

a) Cement: Cement shall comply in every respect with the requirements of the latest

publications of IS: 6909 and unless otherwise specified Sulphate Resisting Cement

shall be used for all kinds of RCC works and Ordinary Portland cement for other

b) Fine Aggregate: Sand shall confirm to IS: 383 and relevant portion of IS:515. It shall

pass through pass through a I.S. sieve 4.75 mm. (3/16 B.S.) test sieve, leaving a

residue not more than 5%.

c) Reinforcement :

- Reinforcement of mild steel, tested quality confirming to I.S. : 432-1966 and

any other I.S. applicable

- TMT bars confirming to IS:1786 latest revision

- Hard drawn Fe 415 steel wire fabric confirming to IS: 1566;

All finished bars shall be free from cracks, surface flaws, and laminations, jagged and

imperfect edges.

Paints: Lime for lime wash, dry distemper, oil bound distemper cement primer, oil paint,

enamel paint, flat oil paint, plastic emulsion paint, anti-corrosive primer, red lead,

water-proof cement paint shall be from an approved manufacturer and shall conform

to the latest Indian Standard for various paints. Ready mixed pains as received from

the manufacturer without any admixture shall be used, except for addition of thinner,

if recommended by the manufacturer.

Following Indian codes shall be strictly followed in execution of respective items.

1) REINFORCEMENT AND FORM WORK.

Indian Standards to be followed are:

1 IS 226 Specification for structural steel standard quality.

2 IS 228 Methods for chemical analysis of steels.

3 IS 280 Specification for mild steel wire for general engineering purpose.

Cement complying to IS 269 shall be used unless otherwise specified cement. However,

cement conforming to any of the following Indian Standards may be used if approved by the

1 IS 269 Ordinary Portland cement

2 IS 455 Portland slag cement

3 IS 1489 Portland pozzolana cement

4 IS 6909 Super Sulphate cement

5 IS 8041 Rapid hardening cement

6 IS 8042 White Portland cement

7 IS 8043 Hydrophobic Portland cement

3) PLASTERING AND POINTING

The Indian Standards to be followed are

1 IS 383 Specification for coarse and fine aggregates for natural sources for concrete.

2 IS 412 Specifications for expanded metal steel sheets for general purposes.

3 IS 1542 Specifications for sand for plaster.

4 IS 1635 Code of practice for field slaking of building lime & preparation of putty.

5 IS 1661 Code of practice for application of cement &cement lime plaster finishes.

6 IS 2114 Code of practice for laying in situ terrazzo floor finish.

7 IS 2394 Code of practice for application of lime plasters finish.

8 IS 2402 Code of practice for external rendered finishes.

9 IS 2645 Specifications for integral cement water proofing compound.

SECTION I EARTH – WORK

All relevant Standards as specified elsewhere in this Volume are applicable.

Indian Standards to be followed are:

1 Classification and identification of soils for general engineering purpose.

2 Safety code for excavation Work

3 Safety code for blasting and related drilling operation

4 Code of practice for anti-termite measures in

Part 1 buildings: constructional measures

Part 2 Code of practice for anti-termite measures in buildings: Pre

constructional Chemical treatment measurement.

5 SP 27 Hand book of method of measurement of building works.

SECTION - II CONCRETE AND MORTARS

1 IS 269 Specification for Ordinary and low heat, Portland cement.

Specification for coarse and fine aggregates from natural sources for

3 IS 455 Specification for Portland slag cement

4 IS 456 Code of practice for plain and reinforced concrete

5 IS 460 Specification for test sleves.

(Part I, II & III)

(i) Wire cloth test sleves

(ii) Perforated plate test sleve

(iii) Method of examination of test sleve

6 IS 516 Method of test for strength of concrete

7 IS 712 Specification for Building lime

8 Method of Sampling and analysis of concrete

9 Specification for Bitumen tests for water proofing and damp proofing

10 Specification for Portland pozzolana cement

11 Specification for Sand for plaster

IS Specification for Bituminous compound for water proofing and caulking

13 Code of practice for field slaking of Building lime andpreparation of putty

14 Specification for Sand for masonry mortars.

15 Method of test for aggregate concrete

i) Particle size and shape

ii) Estimation for deleterious materials and organic impurities

iii) Specific gravity, density, voids, absorption and bulking

16 Specification for integral cement water proofing compound.

IS Methods of Sampling and test (Physical and Chemical for water used in

3025 Industry).

IS Specification for Broken brick (burnt clay) coarse aggregate for use in lime

19 Method of physical test for hydraulic cement (Pt. To I xiii)

20 Methods of chemical analysis for hydraulic cement

21 Specification for high Alumina cement for structural use.

22 Specification for super sulphated cement.

23 Methods of test for building limes (Part I to X)

24 Code of practice for extreme weather concreting

i) Recommended practice for hot weather concreting.

ii) Recommended practice for cold weather concreting.

25 Specification for Rapid hardening Portland cement

26 Specification for high strength ordinary port land cement (43 grades)

27 Specifications for admixture for concrete

28 Specification for one part gun grade

Poly sulphide based joint sealant: general requirements.

29 Specification for two parts poly sulphidebased

sealant: general requirements

30 SP 23 Handbook on concrete mix.

Explanatory handbook on Indian Standards code for plain and reinforced

concrete (IS 456)

32 SP 27 Handbook of method of measurement of building Works.

Indian Standards to be followed for the work are :

1 IS 75 Specification for linseed oil, raw and refined.

2 IS 345 Specification for wood filter, transparent, liquid.

3 IS 348 Specification for French polish.

4 IS 427 Specification for distemper - dry colour (as required)

5 IS 428 Specification for distemper oil emulsion colour (as required)

6 IS 533 Specification for gum spirit of turpentine (oil of turpentine).

7 Code of practice for painting or ferrous metals in buildings:

Part 1 Pre treatment

Part 2 Painting

8 Code of practice for finishing of wood and wood

based materials:

Part 1 Operation and workmanship

Part 2 Schedule

9 Code of practice for painting concrete, masonry & plaster surfaces.

10 Specification for enamel synthetic exterior (a) under coating (b) finishing.

11 Specification for enamel exterior, (a) under coating (b) finishing

12 Code of practice for painting asbestos cement building products.

IS Specification for ready mixed paint finishing interior for general purposes to

3537 IS colours.

IS Specification for ready mixed paint for finishing exterior (I) Alkyd, (ii) non-

3631 Alkyd, for general purposes to IS colours.

IS Code of practice for finishing of wood and wood based products with

4597 nitrocellulose and cold catalyzed materials.

16 Specification for cement paints

17 Code of Practice for phosphate of Iron and steel.

18 Code of practice for white washing and colour washing.

5) STEEL, IRON AND ALUMINUM WORK

The following IS apply to this section:-

1 Specification for grey iron casting (third revision)

2 Specification for structural steel (Standard quality) (fifth revision)

277 - Specification for galvanized steel sheets, plain and corrugated (fourth

1985 revision).

4 Specification for galvanized steel barbed wire for fencing (third revision).

280 - Specification for mild steel wire for general engineering purposes (third

412 - Specification for expanded metal steel sheets for general purposes

1975 (second revision).

432 Specification for mild steel and medium tensile steel bars and hard

7 (Part I – drawn steel wire for concrete reinforcement. Part I, mild steel and

1982 medium tensile steel bars (third revision).

Code of practice for use of structural steel in general building

construction (second revision).

814 - Specification for covered electrodes for metal are welding of structural

1974 steel (fourth revision).

816 - Cod of practice for use of metal are welding for general construction in

1969 mild steel (first revision).

818 - Code of practice for safety and health requirement In electric and gas

1968 welding and cutting operations (first revision).

822 - Code of practice for fixing and glazing of metals (Steel and aluminum)

1970 doors, windows and ventilators.

13 Specification for steel doors, windows and ventilators (third revision).

1081 – Code of practice for fixing and glazing of metals (steel& aluminum)

1960 doors, windows and ventilators.

1148 - Specification for hot rolled steel rivet bars (upto 40mm diameter) for

1982 structural purposes (third revision).

(a) Where welding is employed for fabrications.

(b) Where structure is situated in earthquake zone subject to severe damage.

(c) Where design of structure is based on plastic theory.

6) MASONRY WORK - BRICK WORK

Indian Standards to be followed are:

1 IS 226 Specification for steel standard quality.

2 IS 269 Specification for ordinary and low Portland cement.

3 IS 405 Specification for lead sheet and strips.

4 IS 412 Specification for expanded metal steel sheets for general purpose.

Specification for Mild steel and medium tensile steel bars and hard drawn

steel wires for concrete reinforcement.

Part 1 Mild steel and medium tensile steel bars.

6 IS 712 Specification for building lime.

7 IS 1077 Specification for common burnt clay building bricks.

8 IS 1322 Specification for Bitumen felts for water proofing & damp proofing.

9 IS 1566 Specification for hard drawn steel wire fabric for concrete reinforcement.

Specification for bituminous compound for water proofing and caulking

11 IS 1609 Code of Practice for laying damp proofing treatment using bitumen felt.

12 IS 1635 Code of Practice for field slaking of building lime & preparation of putty.

13 IS 2116 Specification for sand for masonry mortars

14 IS 2212 Code of Practice for Brick Work.

15 IS 2250 Code of practice for preparation and use of masonry mortars.

16 SP 27 Handbook of method of measurement for building works.

Name of Work: Repairing and Color works at Science City Campus, Ahmedabad

Item Specifications

Removing and scraping of old deteriorated plaster of any thickness from wall / R.C.C

memberincluding stacking of serviceable material and disposal of unserviceable from

site of work with all lead and lift.

 The scrapping of old plaster shall consist of one or more parts of the building as specified by the

engineer in charge.

 Scrapping shall be commenced in a systematic manner. The process shall in no way cause.

Damage to the underlying masonry or to be adjoining property or structure.

 Necessary precautions shall be taken to keep the dust nuisance as and where necessary all

serviceable materials rubbish debris etc. shall be taken as directed by the engineer in charge. On

completion of work the site shall be cleared of all debries rubbish etc. With all lead and lift

cleared as directed.

MODE OF MEASURMENT & PAYMENT :

 Measurement of all work shall be taken before scrapping plaster. Specifications for deduction

opening etc shall be on the same basis as that employed for providing plastering.

 All the work shall be measured in decimal system as fixed in its place subject to the following

limits. Unless otherwise stated hereinafter (a) dimensions shall be measured to the nearest.

mt. (b) area shall be worked out to the nearest 0.01 smt. The rate shall be include the cost of all

labour involved and tools used in scrapping plaster including scaffolding for any height.

 The rate shall also include the charged for disposing of unserviceable materials with all lead &

 The rate shall be for a unit of one Smt.

Demolition of Brick work and stone masonry including stacking of serviceable

materilas and disposalof unserviceablematerialswithalllead and lift.(ii) In Cement

1.0. Workmanship : The relevant specifications of item No. 20.1 (I) shall be followed except

demolition of brick or stone masonry in cement mortar is to be done:

2.0. Mode of measurements & payment: 2.1. The relevant specifications of item No.

(II) shall be followed. The unserviceable materials shall be stacked as directed by Engineer-

in-charge with all leads and lifts.

Brick work using common burnt clay building bricks having crushing strength not

less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -

fine sand)(B) Conventional.

1. Materials : Cement mortar of proporation 1 : 5 shall conform to M-11. Conventional bricks

shall confirm to M-15.

2. Workmanship : The relevant specifications of item No. 6.12 (A) shall be followed except

that the masonry work shall be carried out by using conventional bricks.

3.0. Mode of measurements and payment: 3.1. The relevant specifications of item No.

6.12 shall be followed. 3.2. The rate shall be for a unit of one cubic meter.

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single

or half brick walls for interior plastering upto floor two level and finished even and

smooth in (i) Cement mortar 1:3 (1-cement:3-sand)

1.0. Materials: 1.1. Water M-l. The cement mortar of proportion 1 : 3 shall conform to M-13.

2.0. Workmanship:

2.1. Scaffolding : Wooden ballies, bamboos, planks, treaties and other scaffolding shall be

sound. These shall be properly examined before erection and use. Stage scaffolding shall be

provided for ceiling plaster which shall be independent of the walls.

2.2. Preparation of back-ground:

2.2.1. The surface shall be cleaned of all dust, loose mortar droppings, traces of algae,

efflorescence and other foreign matter by water or by brushing. Smooth surface shall be

roughened by wire brushing if it is not hard and by racking if it is hard. In case of concrete

surface, if a chemical retarder has been applied to the form work, the surface shall be

roughened by wire brushing and all the resulting dust and loose particles cleaned off and

care shall be taken that none of the retarders is left on the surface. Trimming of projections

on brick/concrete surface where necessary shall be carried out to get an even surface.

2.2.2. Raking of joints in case of masonry where necessary shall -be allowed to dry out for

sufficient period before carrying out the plaster work.

2.2.3. The work shall not be soaked but only damped evenly before applying the plaster. If

the surface becomes dry such area shall be moistened again.

2.2.4. For external plaster, the plastering operation shall be started from top floor and carried

downwards. For internal plaster, the plastering operations may be started wherever the

building frame and cladding work arc ready and the temporary supporting ceiling resting on

the wall of the floor have been removed. Ceiling plaster shall be completed before starting

plaster to walls.

2.3. Applications of plaster : 2.3.1. The plaster about 15 x 15 cms. shall be first applied

horizontally and vertically al not more than 2 metres intervals over the entire surface to serve

as gauge. The surfaces of these gauges shall be truly in plane of the finished plastered

surface. The mortar shall then be applied in uniform surface slightly more than the specified

thickness, then brought to a true surface by working a wooden straight edge reaching across

the gauges with small upward and sideways movement at a time. Finally, the surface shall

be finished off true with a trowel or wooden float according as a smooth or a sandy granular

texture is required. Excessive troweling or overworking the float shall be avoided. All comers,

arrises, angles and junctions be truly vertical or horizontal as the case may be and shall be

carefully finished. Rounding or chamfering corners, arises junctions etc. shall be carried out

with proper templates to the size requried.2.3.2. Cement plaster shall be used within half an

hour after addition of water. Any mortar or plaster which is partially set shall be rejected and

removed forthwith from the site. 2.3.3. In suspending the work at the end of the day, the

plaster shall be left out clean to the line both horizontally and vertically. When

recommending the plaster, the edges of the old work shall be scraped clean and wetted with

cement putty before plaster is applied to the adjacent areas to enable the two to properly join

together. Plastering work shall be closed at the end of the day on the body of the wall arid

nearer than 15 cm. to any corners or arrises. Horizontal joints in plaster work shall not also

occur on parapet tops and copings as these invaiiably lead to leakage. No portion of the

surface shall be left out initially to be packed up later on. 2.3.4. Each coat shall be kept damp

continuously rill the next coat is applied or for a minimum period of 7 days. Moistening shall

commence as soon as plaster is hardened sufficiently. Soaking of walls shall be avoided and

only as much water as can be readily absorbed shall be used, excessive evaporation on the

sunny or windward side of building in hot air or dry weather shall be prevented by handing

mattings or gunny bags on the outside of the plaster and keeping them wet.

3.0. Mode of measurements & payment:

3.1. The rate shall include the cost of all materials, labour and scaffolding etc. involved in the

operations described under workmanship.

3.2. All plastering shall be measured in square metres unless, otherwise specified. Length,

breadth or height shall be measured correct to a centimetre.

3.3. Thickness of the plaster shall be exclusive of (he thickness of the key i.e. grooves or

open joints in brick work, stone work etc. or space between laths. Thickness of plaster shall

be average thickness with minimum 15mm. at any point on this surface.

3.4. This item includes plastering upto floor two level.

3.5. The measurement of wall plastering shall be taken between the walls or partition

(dimensions before plastering being taken) for length and from the top of floor or skirting to

ceiling for height. Depth of cover of cornices if any shall be deducted.

3.6. Soffits of stairs shall be measured as plasterijng on ceilings. Flowing soffits shall be

measured separately.

3.7. For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. ml. each in area for ends

of joits, beams, posts, girders, steps, etc. not exceeding 0.5 sq. mt. each in area and for

openings exceeding 0.5 sq. mt. and not exceeding 3.00 sq. mt. in each area deductions and

additions shall be made in the following manner: (a) No deductions shall be made for ends of

joints, beams, posts etc. and openings not exceeding 0.5 sq. mt. each and no addition shall

be made for reveals, jambs, soffits, sills etc. of these opening for finish to plaster around

ends of joints, beams posts etc. (b) Deduction for openings exceeding 0.5 sq. mt. but not

exceeding 3 sq. mt. each shall be made as follows and no addition shall be made for

reveals, jambs, soffits, sills etc. of these openings. (i) When both faces of all wall are

plastered with same plaster, deduction shall be made for one face only. (ii) When two faces

of wall are plastered with different types of plasters or if one, faces is plastered and the other

pointed, deductions shall be made from the plaster or pointing on the side of frame for door,

window etc. on which width of reveals is less than that on the other side but no deductions

shall be made on the other side. Where width of reveals on both faces of all are equal,

deductions of 50% of area of opening on each face shall be made from area of plaster

and/or pointing as the case maybe.

3.8. For openings having door frames equal to projecting beyond the thickness of wall, full

deduction for opening shall be made from each plastered face of the wall.

3.9. In case of openings of area above 3 sq. mt. each, deduction shall be made for opening

but jambs, soffits and sills shall be measured.

3.10. The rate shall be for a unit of one sq. meter.

Applying two coats of putty & two coats of primer of approved brand and manufacture

on new wall surface to give an even shade including thoroughly brushing the surface

free from mortar dropping and other foreign matter and sand papered smooth.

1.1 Acrylic lappy putty shall be of specified color and as approved by the Engineer in charge

. The putty shall be of Birla or Asian company shall be used .

1.2. All Acrylic lappy putty shall meet with the following general requirements

1.3 The Acrylic lappy putty shall not show excessive setting in a freshly opened ful can and

shall easily be redistricted with a paddle to a smooth homogeneous shade

1.4. The Acrylic lappy putty shall show no curdling levering caking or clolour separation and

shall be free from lumps and skins

1.5. The Acrylic lappy putty shall to a smooth uniform finish free from roughness grit

unevenness and other imperfections

1.6. The two coats of primer of approved brand and manufacture shall be applied on ceiling

to give an even shade.

2.0. WORKMAN SHIP

2.1. putty and primer coat

2.2. Material required for work of putty and primer coat work shall be obtained directly from

approved manufacturers or approved dealer and brought to the site in maker's drums. Kegs.

etc. in sealed and unbroken condition.

2.3. All materials not in actual use shall be kept properly protected lids of containers shall be

kept in closed and surface of the Acrylic lappy putty in open or partially open containers

covered with a clean water to prevent formation of skin

2.4. The Acrylic lappy putty which have become state or flat due to improper and long

storage shall not be used

2.5. the primer shall be stirred thoroughly in its container before purring into small

2.6. While applying also the primer shall be continuously stirred in smaller container

2.7. No left over Acrylic lappy putty shall be put back into stock tins When not in use the

container shall be kept properly closed

2.8. If for any reason thins is necessary the brand of thinner recommended by the

manufacture shall be used

2.9. The surface to be cover with putty and primer shall be thoroughly cleaned and dusted

All dirt and grease shall be thoroughly removed before primering is started No primering

part of the work shall be carried out in wet damp or otherwise unfavorable weather and all

the surfaces shall be thoroughly before primering work is started.

2.10. Application of primer

2.11. Brushing operations are to be adjusted to the spreading capacity advised by the

manufacturers of particular primer The primer shall be applied evenly and smoothly by

means of crossing and laying off. The crossing and laying off consists of covering the area

over with primer, brushing the surface hard for the first time over and then brushing

alternatively in apposite direction two or three times and then finally brushing lightly in a

direction at right angles to the same in this process no brush marks shall be left after the

laying off is finished The full process of crossing and laying off will constitute one coat.

2.12. Each coat shall be allowed to completely and lightly rubbed with very fine grade of

sand paper and loose particles brushed off before next coat is applied Each coat shall very

slightly in shade and shall be got approved from Engineer in charge before next coat is

2.13 Each coat shall be lightly rubbed down with sand paper of fine pumice stone and

cleaned of dust before the next coat is applied No hair marks from the brush of clogging of

primer puddles in the corners of panels, angles of moldings etc.

2.14. Special care shall be taken while primering over bolts nuts rivets overlaps etc

Approved best quality brushes shall be used for primering work

3.0 MODE OF MEASUREMENT & PAYMENT :

3.1. The unit rate of primer coat shall include the cost of all materials, tools and plant

required for primering , Appling the same to specified surface as per drawings, finishing,

primering with three coats including priming coat, etc, and all other incidental expenses for

producing Distempering work to complete the structure or its components as shown on the

drawings and according to these specifications. They shall also include the cost of making,

fixing and removing of all scaffolding and forms required for the work.

The rate of primer coat shall include the cost of all labour, materials tools and plant

scaffolding and all incidental expenses as described herein above.

3.2. The work shall be measured for its length and height, limiting dimensions to those

specified on plan or as directed. The rate shall be for a unit of one sq. meter

3.3. The payment will be made on sq. meter basis of the finished work.

Painting two coats (excluding priming coat) on previously painted steel and other

metal surfacewith enamel paint, brushing to give an even shade including cleaning

the surface of all dirt, dust and other foreign matter.

Relevant specification shall be followed of General Technical Specification booklet It. No.

Finishing wall with weather proof exterior emulsion paint on wall surface (two coats)

to give an required shape even shade after thoroughly brushing the surface to remove

all dirt, and remains of loose powdered materials etc. complete..

The water shall conform to M-1 of General Technical Specification for Building Works. Acrylic

paint shall be of the make JOTUN / ASIAN(apex) / NEROLAC/ULTRATECH or as equivalent of

approved by Engineer-in-charge. It shall be based on specially formulated 100% pure acrylic

resins, light fast pigments and other special activities to give excellent protection against alkali

and U.V. degradation. It shall forms a tough band with surface prevailing peeling fungus and

algee growth for years and years.

It shall have smooth and free flowing consistency and thinner ratio of paint: Water shall be as

per product manufacturer specifications for each coat or as directed by the company brochure.

The final finish shall be matt as per instruction of the Engineer in charge. It shall be of required

shade as per offered by the Engineer in charge.

2.1.1 The materials required for work of painting work shall be obtained directly from approved

manufacturers or approved dealer and brought to the site in maker's drums, cage etc. with seal

2.1.2 All materials not in actual use shall be kept properly protected, lid of containers shall be

kept closed and surface of paint in open or partially open containers covered with a thin layer of

water to prevent formation of skin. The materials, which have become stale or flat due to

improper and long storage shall not be used. The paint shall be stirred thoroughly in its

container before pouring into small containers. While applying also, the paint shall be

continuously stirred in smaller container. No left over paint shall be put back into stock tins

when not in use. The paint shall be stirred thoroughly in its container before pouring into small

2.1.3 If for any reasons, thinning is necessary, water shall be added as per supplier’s

2.1.4 The surface to be painted shall be thoroughly cleaned and dusted. All rust, dirt and

grease shall be thoroughly removed before painting is started. No painting on exterior or other

exposed parts of the work shall be carried out in wet, damp or otherwise unfavourable weather

and all the surfaces shall be thoroughly dry before painting work is started.

Procurement of Materials:

Materials to be used in this work shall be enough procured on site to maintain the progress of

work. The materials required for the daily work shall be used by the agency in presence of

Government representative. No advance payment shall be made for the procured materials.

2.3 Preparation of surface:

All unnecessary nails, hooks etc. shall be removed. Pitting in plaster shall be made good with

plaster again and papered with a fine grade sand paper and made smooth. The surface

affected by moulds, moss, fungi, algae lichens, efflorescence etc. shall be treated in

accordance with IS : 2395 (Part-1)-1966. The surface shall be thoroughly cleaned of all dust

dirt mortar dropping and other foreign matter before paint applied.

The surface spoil by smoke root shall be scrapped with steel brushes of steel scrappers or

shall be rubbed with over brunt surkhi or brickbats. The surface shall be then broomed to

remove all dirt, dust and shall be washed with clean water.

Oil and grease spot shall be removed by suitable chemical, smooth surface shall be rubbed

with wire brushed.

All unsound portion of the surface plaster shall be removed to full depth or plaster in

rectangular and pasted again after racking the masonry. Such portion shall be wetted and

allowed to dry. Any crevices at any level shall be cleaned and filled with the plaster mortar an

curved as above. The shall be give one coat of paint.

No. conventional Prime/ Putty is recommended on the exterior surface interior cement primer

usage is to be strictly avoided for exterior.

2.2 Scaffolding: Wherever scaffolding is necessary, it shall be erected in such a way that as far

as possible no part of scaffolding shall rest against the surface to be white or colour washed. A

properly secured, strong and well tied suspended platform (Zoola) may be used for white

washing. Where ladders are used, pieces of old gunny bags shall be tied at top and bottom to

prevent scratches to the floors and walls/ceiling. For white washing of walls/ceilings, proper

stage scaffolding shall be erected where necessary. Also, while painting the wall/ceiling, the

floor area shall be covered properly with plastic so that the flooring is not spoiled.

Where scaffolding is required it shall be erected in such a way that as far as possible no part of

scaffolding shall rest against surface to be painted. A properly secured strong and well-tied

suspended platform (Zoola) may be used for painting. Where ladders are used places of old

gunny bags shall br tied at top and bottom to prevent scratches to the walls/ceiling and floors,

for painting to ceiling proper stage scaffolding shall be erected where necessary and the floor

area should be covered with plastic so that the flooring is not spoil.

Application of priming coat of Birala white cement materials :

A priming coat i.e Birala white cement material shall be applied over the papered surface in

case of new work on undecorated surface. If any hair crack or crack found, shall be filled with

Birala white cement putty as per instructions given by Engineer-in-charge or as directed by

company brochure. The filling of hair cracks & cracks with Birala white cement material is done

alter the wall/ceiling surface dries completely, the priming coat of Birala white cement material

shall be applied. Primer shall be a prepared by mixing Birala white cement material & water in

a required proportion given in company’s brochure or as directed by Engineer-in-charge.

Application of Primer shall be done as under:

The primer shall be applied with a brush on the clean dry and smooth surface. Horizontal

strokes shall foe given first and vertical strokes shall be applied immediately afterwards. This

entire operation will constitute one coat. The surface shall be finished as uniformly as possible

leaving no brush marks. It shall be allowed to dry for at least 48 hours before oil bound

distemper or Paint is applied.

Preparation and applicant of paint:

Apply two coat of finish paint as per manufacturer’s specifications. Acrylic paint in case of

newly plasters surface application of priming coat with Birala white cement materials. A gap of

four hours should be given between two subsequent coats. Horizontal surface like the top

evening and parapets shall be an extra coat for grater protection. As the furnish paint required:

2-3 days of complete hard, dry a sharp immediately after painting wall effect felon built up

necessary recoat.

Before pouring into small containers for use of applying, the paint shall be stirred thoroughly in

its container. Also, the paint shall be continuously stirred in the smaller container, so that its

consistency is kept uniform.

The paint shall be laid on evenly and smoothly by means of crossing and laying off. The

crossing and laying off consists of covering the area over with paint, brushing the surface hard

for the first time over and then brushing alternately in opposite directions two or three times and

then finally brushing lightly in direction at right angles to the same. In this process, no brush

marks shall be left after the laying off is finished. The full process of crossing and laying off will

constitute one coat. No hair marks from the brush or clogging of paint puddles in the corners of

panels, angles of moldings etc. shall be left on the work.

On the newly plastered surface, the first coat shall be applied with 100% dilution and second

and third coat shall be applied with 40 % dilution or as per the supplier’s instructions. The

second or subsequent coat shall not be started until the preceding coat has become sufficiently

hard to resist marking of the brush being used.

2.6 Precautions:

(a) Old brushes if they are to be used with paints, shall be completely dried of turpentine or oil

paint by washing in warm soap water. Brushes shall be quickly washed in water immediately

after use and shall be kept immersed in water during break periods to prevent the paint from

hardening on the brush.

(b) In the preparation of walls for plastic emulsion painting, no oil base putties shall be used in

filling cracks, holes etc.

(c) Splashes on floors etc. shall be cleaned out without delay, as they will be difficult to remove

after hardening.

(d) Washing of surfaces treated with emulsion paint shall not be done within 3 to 4 weeks of

(e) Do not over thin paint stair wall and strain before use the paint. Do not use any universal

strainers or any other colour ants. Wear protective clothing like gloves one gaggle.

(f) The Finished surface shall be even and uniform shade without patches brush mortar paint

Protective measure:

The surface of doors, windows, ventilators, floors, of furniture etc. and such other parts of the

building not to be painted shall be protected from being splashed upon. Such surfaces shall be

cleaned of paint splashed, if any, immediately after completing the painting, at no extra cost.

Mode of Measurements and Payment:

For mode of measurement latest version of IS 1200 shall be followed. All the work shall be

measured in the decimal system as under:

(a)Dimensions shall be measured to the nearest 0.01 m.

(b) Area in individual items shall be worked out to the nearest 0.01 sqm.

All works shall be measured in sqm In jambs, soffits, sills etc. and for openings not exceeding

0.5 m2 each in area, for ends of joists, posts, beams, girders, steps etc. not exceeding 0.5 m2

each in area and for openings exceeding 0.5 m2 and not exceeding 3.0 m2 each in area,

deductions and additions shall be made as under:-

1) No deductions shall be made for ends of joists, beams, posts, etc. and for openings not

exceeding 0.5 m2 each. No addition shall be made for reveals, jambs, soffits, sills etc of these

openings not for finish around ends of joists, beams, posts etc.

2) Deductions for openings exceeding 0.5 sqm but not exceeding 3.0 sqm each shall be made

as follows and no addition shall be made for reveals, jambs, soffits etc. of these openings:

(a) When both the faces of walls are provided with the same finish, deduction shall be made for

(b) When each face of wall is provided with a different finish, deduction shall be made for that

side of frame for door, windows, etc. on which width of reveals is less than that of the other

side. Where widths of reveals on both faces of wall are equal, deduction of 50% of area of

opening on each face shall be made from total area of finish.

(c) When only one face of wall is treated and the other face is not treated, full deduction shall

be made if when width of reveal on the treated side is less than that on the untreated side, but

if the width of reveals is equal or more than on the untreated side neither deductions nor

additions to be made for reveals, jambs, soffits, sills etc.

3) In case of area of openings exceeding 3.0 sqm each, deduction shall be made for openings

but jambs, soffits shall be measured.

4) No deductions shall be made for attachment such as casing, conduits, pipe, electric wiring

and the like. Corrugated surfaces shall be measured flat as fixed and not girth. The quantities

measured shall be increased by the following percentage and the resultant shall be included

with the general areas:

(a) Corrugated steel sheets --------------------------------- 14%

(b) Corrugated A.C. Sheets -------------------------------- 20%

(c) Semi corrugated A.C. Sheets -------------------------- 10%

(d) Nainital pattern roof (Plain sheeting with rolls) ---- 10%

(e) Nainital pattern roof (with corrugated sheets) ----- 25%

Cornices and other wall/ceiling features, when they are picked out in a different finish/colour

shall be girthed and included in the general area.

The rate shall include the cost of all materials, labor, scaffolding, protective measures etc.

required for the above specified operation, for all floor , at any height, in any position. Priming

and Alkali resistant treatments, scrapping of surface washing etc. surface spoiled by smoke

soot, removal of oil and grease spots, treatment for infection with efflorescence moulds, moss,

fungi, algae and lichen and patch repairs to plaster wherever done shall not be paid extra. This

shall also include conveyance, delivery, handling, unloading, storing work etc.

The rate shall be for a unit of one square meter.

The Payment shall be made on square meter basis.

Removing, Providing and Fixing 90 cm high Stainless steel railing made of SS 304 of

50 mm inside dia. 16 gauge round pipe supported with S S 304 grade Baluster of

mm dia (16Gauge) as a vertical support fixed in RCC slab at 0.9 m c/c including

three horizontal S S pipes of 25 mm dia. (16Gauge) at equal distance fixed by

mm dia. (16Gauge) S S pipe with baluster including All accessories as directed etc.

1. Scope of Work:

 Site Clearance & Dismantling: The scope encompasses the careful dismantling,

uninstallation, and removal of any existing damaged or obsolete railing systems,

debris clearing, and making good the affected surrounding surfaces as directed by

the Engineer-in-Charge.

 New Installation: Providing, fabricating, assembling, erecting, and fixing a complete,

rigid 90 cm high stainless steel railing system.

 Comprehensive Execution: The work includes all associated incidental tasks such

as precise layout marking, core cutting/drilling into RCC structures, heavy-duty

anchoring, Argon Arc TIG welding, mechanical grinding, and final polishing. All labor,

tools, scaffolding, safety gear, and hardware accessories required to complete the

installation as per architectural drawings and site instructions are included in the

2. Material Specifications:

 All components must be fabricated exclusively from high-grade austenitic Stainless

Steel Grade SS 304 (containing a minimum of 18% Chromium and 8% Nickel) to

guarantee high corrosion resistance, long-term structural integrity, and stain-free

weathering in outdoor or semi-indoor environments.

 Top Handrail: Premium quality 50 mm inside diameter round pipe, manufactured in

16 Gauge (approx. 1.5 mm thickness), running continuously along the top profile of

the entire railing span.

 Vertical Balusters (Posts): 38 mm diameter round pipe, manufactured in 16 Gauge

thickness, functioning as the primary vertical load-bearing structural supports.

 Horizontal Infill Members: Three (3) parallel runs of 25 mm diameter round pipes,

manufactured in 16 Gauge thickness, positioned horizontally at uniform/equal vertical

intervals between the balusters to ensure safety and aesthetic appeal.

 Interlinking & Fixing Elements: 18.75 mm diameter round pipe, manufactured in

16 Gauge thickness, utilized structurally as connectors, sleeves, or supporting

braces to tie and lock the horizontal infill pipes securely with the vertical balusters.

 Hardware & Accessories: Includes heavy-duty stainless steel or industrial-grade

base plates, matching floor cover shrouds/caps to conceal anchor points, factory-

fabricated bends, elbows, end caps, specialized SS welding rods/consumables, and

structural chemical/expansion anchor bolts suitable for insertion into RCC slabs.

3. Workmanship & Execution Methodology :

Structural Anchoring into RCC Slab:

 Holes of precise depth and diameter shall be core-drilled or drilled into the structural

RCC floor slab or staircase steps at exactly 0.9 meters centre-to-centre (c/c)

 The 38 mm vertical balusters must be anchored plumb and securely into the RCC

using heavy-duty expansion bolts or structural chemical anchors to withstand lateral

push loads without swaying.

 Base plates must be tightly secured, and matching floor cover shrouds must be slid

down to flawlessly conceal raw fixing points and anchor bolts.

 Alignment & Height Maintenance:

 The entire assembly must be meticulously plumbed, levelled, and aligned.

 The vertical height from the finished floor level (FFL) to the top of the 50 mm handrail

must maintain a strict, uniform level of 90 cm (0.9 meters) throughout its entire

 Fabrication & Welding:

 All cutting, notching, and shaping of pipes must be executed cleanly using

mechanical cutters without deformation, burrs, or scorching.

 All permanent joints, intersections, and frame connections must be welded using

Argon Arc TIG (Tungsten Inert Gas) welding by certified welders to achieve

maximum structural fusion and strength without spatter.

 Grinding & Surface Finishing:

 Post-fabrication, all weld seams, joints, and connection points must be carefully

ground, dressed down, and buffed.

 The entire system must be finished to a uniform uniform brush/matt or mirror polish

(as directed by the architect) to completely eradicate weld discoloration, leaving a

sleek, corrosion-resistant, architectural-grade finish.

4. Mode of Measurement & Payment :

 Unit of Measurement: The finished stainless steel railing work shall be measured

and paid for in Running Meters (RMT).

 Method of Measurement: Measurements will be taken along the true centreline of

the top 50 mm handrail from end to end, including all straight runs, raked sections

(staircases), and standard profile changes.

 Inclusions in Rate: The unit rate quoted shall be fully inclusive of dismantling

existing works, cost of all SS 304 raw materials (handrail, balusters, horizontal pipes,

and fixing pipes), fabrication, TIG welding, structural anchoring hardware, base

covers, grinding, polishing, wastage, transportation, scaffolding, and all incidental

charges required to complete the job to the entire satisfaction of the Engineer-in-

Charge. No separate or extra measurements or payments will be entertained for

corner joints, structural bends, or vertical post fixings.

LIST OF MATERIALS OF APPROVED BRAND AND THEIR MANUFACTURERS

Sr. No. Material / Item Approved Make / Brand

Paints – Waterproof Paint,

Asian Paints, Garware, British Paints, ICI, Nerolac or

1 Synthetic Enamel / Plastic

equivalent approved make

/ Exterior Paint

UltraTech, ACC, Birla, Sanghi, Binani, Ambuja or

equivalent approved make

3 Structural Steel RINL, TATA, SAIL, Jindal

Kajaria, Asian, NITCO, Somany or equivalent

Asian, Kajaria, Somany or equivalent approved

5 Vitrified Tiles

Asian, Somany, Varmora or equivalent approved

6 Ceramic Tiles

7 Urinal Cera, Jaquar or equivalent approved make

Indian Type W.C. Seat &

8 Cera, Hindware or equivalent approved make

European W.C. Seat

9 PVC Water Tank Sintex, Dutron, Omtex or equivalent approved make

10 UPVC Pipes Astral, Dutron, Prince or equivalent approved make

Teak Wood / Chill Wood / Laminated, 1 mm thick, IS

12 PVC Flush Tank ISI Mark approved make

Pillar Tap & Sanitary Jaquar, Kohler, Croma, Crown or equivalent

Fittings approved make

14 Glass Modiguard, Saint-Gobain

15 Valves Zoloto or equivalent approved make

Featherlite, Sharda, Godrej or equivalent approved

Termite Treatment Chlorpyrifos (1% concentration by weight), as per

Chemical details/manufacturer's specifications, or Imidacloprid

Sundek, Formica, Greenlam, Century or equivalent

Ozone, Everite, Dunex, Ebco, Sterling or equivalent

19 Hardware Fittings

Unitex, Bajaj, Trans Asia, Hanwa or equivalent

20 Carpet / PVC Flooring

ACP (Aluminium Aldecore, Alstrong, Viva or equivalent approved

Composite Panel) make

22 Aluminium Sections Jindal or equivalent approved make

23 GI Sheet Tata, Jindal, Essar or equivalent approved make

24 Gypsum Board Indian Gypsum or equivalent approved make

(Note: - Where other materials are proposed to be used, these should be approved by The

GCSC / Architect/ PMC).

Signature of Agency Executive Director

GUJARAT COUNCIL OF SCIENCECITY

(A Government of Gujarat Society)

Name of Work: Repairing and Color works at Science City Campus , Ahmedabad

Gujarat Council of Science City

Village Hebatpur, Sola Santej Road,

Nr. Science City Cross Road, Ahmedabad -380060

Phone: 91-79-29703122, 28 Email: [email protected] Website: -www.scity.org

Name of Work: Repairing and Color works at Science City Campus , Ahmedabad.

Item of work Unit Quantity Rate Amount

Removing and scraping of old deteriorated

plaster of any thickness from wall / R.C.C

1 member including stacking of serviceable Sqm 484.00 19.38

material and disposal of unserviceable from

site of work with all lead and lift.

Demolition of Brick work and stone

masonry including stacking of serviceable

2 materials and disposal of unserviceable Cum 16.00 544.95

materials with alllead and lift.(ii) In Cement

Brick work using common burnt clay

building bricks having crushing strength not

3 less than 35 kg./Sq.Cm. in foundation and Cum 16.00 4011.66

plinth in Cement Mortar 1:5. (1- Cement :

-fine sand)(B) Conventional.

Providing 15mm thick cement plaster in

single coat on Rough (Similar)side of single

or half brick walls for interior plastering upto

floor two level and finished even and

smooth in (i) Cement mortar 1:3 (1-

Applying two coats of putty & two coats of

primer of approved brand and manufacture

on new wall surface to give an even shade

including thoroughly brushing the surface

free from mortar dropping and other

foreign matter and sand papered smooth..

Painting two coats (excluding priming coat)

on previously painted steel and other metal

with enamel paint, brushing to give an even

shade including cleaning the surface of all

dirt, dust and other foreign matter.

Finishing wall with weather proof exterior

emulsion paint on wall surface (two coats)

to give an required shape even shade after

7 thoroughly brushing the surface to remove Sqm 11804.00 113.40

all dirt, and remains of loose powdered

materials.etc complete.

Removing, Providing and Fixing 90 cm high

Stainless steel railing made of SS 304 of

50 mm inside dia. 16 gauge round pipe

supported with S S 304 grade Baluster of

38 mm dia (16Gauge) as a vertical support

8 fixed in RCC slab at 0.9 m c/c including Rmt 240.00 3387.50

three horizontal S S pipes of 25 mm dia.

(16Gauge) at equal distance fixed by

mm dia. (16Gauge) S S pipe with baluster

including All accessories as directed etc.

Total amount Rs (in words) Thirty one lacs fifty three Thousand Three Hundred and ninety six

Total amount Rs (in words) Thirty one lacs fifty three Thousand Three Hundred and ninety six

Rupees ninety three paisa

I/We am/are willing to carry out the work at………………% above/below percent (Should be

written in figures and words) of the estimated rate mentioned above. Amount of my /our

tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

 The rates quoted shall be excluding GST but including other taxes complete.

 The material shall get approved by GCSC EIC, before procurement.

 The quantity may vary as per GCSC requirements.

 The electricity if required for the current work shall be provided by GCSC. Necessary

arrangement for DG set may be done by bidder for the work if power is not available at

location. Contractor shall make his own arrangement to carry the same at required site

location, under strict supervision and prior permission of GCSC.

 The quantity if varied, the rates shall be paid for the actual work done on proportional basis

of the specified item

Name of Works: Repairing and Color works at Science City Campus , Ahmedabad

CREDIT OF THE DISMETAL MATERIALS

Sr No Item Unit Qty Usable Unit Rate

Signature of the Contractor with stamp Executive Director