Annual rate contract for Paving of foot path by Paverblock for North Zone of road project department

NAME OF WORK ::Annual rate contract for Paving of foot path by

Paverblock for North Zone of road project department

Sr. No. Particulars Page No.

Instruction to Tender

General Condition of Contract

ON Special Condtion of Contract

BID Technical Specification

Annexure A to E

Sr.No Contents Page No.

Volume II Abstract Of Estimate

PRE-QUALIFICATION-BID

ઓનલાઇન ફ ત ઇ-ટ ડર ગ પ ધિતથી www.nprocure.com વેબસાઇટ પરથી ટ ડર ભરવા ુ રહશે. યારબાદ સો ટ કોપીના

Tender Department Details Issue of Tender Last Date for

P.R.O. Start Date End Date Tender

No. Document by

Executive Annual rate contract for

Engineer Paving of foot path by

Paverblock For North Zone of

(Road Project) Road Project Department.

ભાવપ n-PROCURE પર જમા કરવાની છે ી તારીખ: ૨૫/ ૦૬/ ૨૦૨૬

કોપ રે શનમાં લેક િલ ટ ઇ રદાર સાથેનું કોઇપણ કારનું MOU

1. જયારે કોઇ પણ મંડળ તરફથી ભાવપ ક (Tender) ભરવામાં આવે યારે તે મંડળના દરે ક

આપવામાં આવવાનો હોય તો તે નકશા કામ કરવાની િવગતો (Specification) િવગેરેની

વડોદરા મહાનગરપાિલકામાં ટે ડરો ભરવા માટે િતબંિધત (Abeyance) કરવાના રહે શે.

માણે ન ગણતા મા છે વટ હસાબની શરતે આ થઇ છે . (Payment on Account) એ માણે ગણવામાં

માપના કરતા વધુ કામગીરી અગર નહ દાખલ કરે લ રકમનું કોઇ પણ કામ (Extra Item) કામના ભાગ તરીકે

બંધનકતા ગણાશે. કરારના બહારની રકમનું વધારાનું કામ માણભુત ભાવપ (Schedule Rates) માં દાખલ

હોય તેટલા ટકા બાદ કરવામાં આવશે અને આવા માણભુત ભાવપ માં ટકા રકમõ (Item) દાખલ ન થયેલી

15) વડોદરા મહાનગરપાિલકાના બાંધકામ અિધકારી ને થયેલ કામ એકમ શરતપ (Specification) માણે

અગર માલસામાનનું માપ લેવા વજન કરવા અગર કામના આલેખને (Linecut) કરવામાં જે સાધનની જ ર પડે

તેમજ અ ેથી િનયુ ત કરે લ TPI ની સા ીમા કરાવી લેવાની જવાબદારી ઇ રદારની રહે શે. ઇ રદાર જે

33) ઇ રદારે કો ટાકટ ઓલ રી ક પોલીસી (CAR Policy) ઉતારવાની રહે શે જેમાં નીચેના મુ ાનો સમાવેશ

૪૨) કો ટાકટરે GST િસવાયના ભાવો ભરવાના રહે શે. આ કામ અથ ઇ રદારને GST ની રકમ અલાયદા

૪૩) ઇ રદારે કામના થળે MOVING ટાફીક તેમજ રાહદારીઓની સલામતી માટે જ રી તમામ સંબિધત પગલા

VADODARA MUNICIPAL CORPORATION

INSTRUCTION TO TENDERERS

1. The Tenderers are advised to inspect the site of works and be fully

acquainted with the site conditions which may be necessary for the

purpose of submitting the tender and for executing the work. If

requested in advance and in writing department will arrange to visit the

2. In the event of the tender being submitted by the firm, it must be signed

by all the partners or by any partner who has been specifically authorize

under the Partnership deed to sign and execute contracts on behalf of

the firm or by any person holding a Power of Attorney authorized him to

sign and execute the contract on behalf of the firm. [The Authority letter

is required to be enclosed along with the Tender].

3. Receipts for payments made on account of any work, when executed by

a firm, can be signed by any of the partners of the firm or any other

person authorized by the firm under a Power of Attorney of give effectual

receipt for and on behalf of the firm.

4. The tender shall be filled in strictly according to columns prescribed in

the tender stating the rates at which tenderers are willing to undertake

each time of work. Any modifications or additions in the item of works or

in any other part of the tender made by the Tenderer will not be

5. The VADODARA MUNICIPAL CORPORATION shall have the right to

reject all or any of the tenders without assigning any reason for such

6. Measurements for all the works shall be taken by standard measures

available with the VADODARA MUNICIPAL CORPORATION and

practice and rules framed by the VADODARA MUNICIPAL

CORPORATION from time to time.

7. The tenderers are required to quote only firm rates and any condition

attached to the rates quoted by them is likely to disqualify the tender for

evaluation and consideration for award of the work.

8. The tenderers are advised to send their tender by Registered / Speed

post so that tender reaches to VADODARA MUNICIPAL

CORPORATION on or before the due date. Any tender received after

due date shall not be considered.

9. Tender not accompanied by Earnest Money in the manner provided in

the tender notice shall not be considered. Amount of earnest money

shall not bear any interest and will be refundable to the Tenderer, if

tender is not accepted.

10. Tender shall be filled in and signed only by the duly authorized person or

persons of the Tenderer. If at any item during security and finalisation of

the tenders, it is found that any tender or tenders are signed by the

persons who are not duly authorized then the earnest money received

with such tender shall stand forfeited.

11. Tenderer shall have to pay Security Deposit in the time and manner

prescribed under Clause 1 of the General Conditions of Contract.

12. Successful Tenderer shall keep all documents ready for signing

“Agreement with the VADODARA MUNICIPAL CORPORATION”.

Tenderer will have to make himself/itself available at fifteen days notice

for executing such Agreement. The tenderers are advised to carefully

study the various conditions of he contract, work specification, site

conditions, VADODARA MUNICIPAL CORPORATION’s rules and

regulations with regards to safety and security, etc.

13. The prices in tender shall be filled in English with neat handwriting and

all the figures and words shall be legible. No overwriting shall be done.

In case any cancellation or correction is required, the figure or word shall

be wholly crossed and re-written and authenticated under with initial/s of

the Tenderer. Rate shall be written for each item and the total amount

the Tenderer. Rate shall be written for each item and the total amount

for each item shall be properly calculated and clearly mentioned in the

relevant columns. All such amounts shall be signed by the Tenderer.

14. Tenderer shall submit along with the tender a list of equipment which he

proposes to use for this work.

15. Tendered rates shall include all the material, taxes, labour and

requirements of plants, machinery, equipment, supervision, handling,

cleaning, testing etc. (whether mentioned in the item or specifications

etc. or not) which is required and necessary to complete the item.

16. The tenderers are advised to read together with the specifications

including materials and drawings, as specifications are complimentary

part of the item. Items for which details are not given or are given

inadequately reference will be taken from ISI specifications or MORTH

or PWD handbook. Such details shall be deemed to have been included

in the item and the rates quoted shall be all inclusive. Whether

mentioned in the item or not material test as may be required by the City

Engineer of Vadodara Municipal Corporation shall be provided and no

extra payment will be made for that purpose.

17. Specifications are given for certain numbers of items only. However, the

items for which the specifications are not prescribed but which are

relevant to these specifications shall also be executed in accordance

with such specifications.

18. Suitable number of photographs and negatives shall be supplied free of

cost to the Vadodara Municipal Corporation every month for the

progress of various stages of the works.

19. Tenders are required to quote separate prices of different items of work

change in format is acceptable. Quoting for all items is also mandatory.

20. Validity of tenderer’s proposal shall be 120 days from Last Date Of

Submission Of Online Tender.

21. ALL PAGES TO BE INITIALED

All signature in Tender documents shall be dated as well as pages of all

sections of Tender documents shall be initialed at the lower right hand

corner or signed wherever required in the Tender papers by the

Tenderer or by any person holding power of Attorney authorizing him to

sign on behalf of the Tenderer before submission of Tender.

22. RATES TO BE IN FIGURES AND WORDS

The Tenderer shall quote the rates in English both in figures as well as

in words and the rates and amounts tendered by him in the schedule of

quantities as per proforma in Appendix II. The item wise tendered

amount for the work shall be entered in the abstract of estimate and duly

signed by the Tenderer.

23. EVALUATION OF TENDER’S PRICE BID

Any error in quantity or amount in Price bid of tender form showing items

of works to be carried out shall be adjusted in accordance with the

following rules :

i) In the event of a discrepancy between description in words and

figures quoted by a Tenderer in the rates column, the description

in word shall prevail.

ii) In the event of an error occurring in the amount column of the

Schedule B of Tender Form showing items of work as a result of

wrong multiplication of the rate and quantity, the unit shall be

regarded, as firm and multiplication shall be amended on the rate.

iii) All errors in totally in the amount and carrying forward totals shall

iv) Any rounding off of amounts against items or in totals shall be

v) For any item in price bid, the bidder has not quoted the rates (or

left blank), it is treated as ‘zero rate’ and all such item shall be

considered as executed free of cost.

The tendered sum so altered shall, for the purpose of the tenders be

submitted for the sum originally tendered and considered for

24. CORRECTIONS AND ERASURES

All corrections and Alterations in the entries of tender papers will be

signed in full by the Tenderer with date. No erasures or over writings are

25. SIGNATURE OF TENDERER

The tenderer shall contain the name, residence and place of business of

person or persons making the Tender and shall be signed by the

Tenderer with his usual signature. Partnership firms shall furnish the full

names of all the partners in the Tender. It should be signed in the

Partnership’s name by all partners or, by duly authorized representative

followed by the name and designation of the person signing. Tender by

a firm shall be signed by an authorized representatives and a power of

Attorney in that behalf shall accompany, the Tender. A copy of the

constitution of the firm with names of all partners shall be furnished.

Witness and sureties shall be persons of status and property and their

names, occupations and address shall be stated below their signature.

27. DETAILS OF EXPERIENCE

The Tenderer should enclose documents to show that he has previous

experience in having successfully completed in the recent past work of

this nature together with the name of Owner’s location of sites and value

28. ENGINEER OF CONTRACTOR

The contractor, on or after award of the work, shall name and depute a

qualified Engineer having sufficient experience in carrying out works of

similar nature, to whom the equipments, materials, if any shall be issued

and instructions for construction/execution shall be given.

29. TRANSFER OF TENDER DOCUMENTS

Transfer of Tender documents purchased by one intending tenderer to

another is not permissible.

30. TIME LIMIT – PERIOD OF COMPLETION

The period of completion shall be calculated from the date of issue of

any notice to proceed with the work i.e. issue of work order. Any

extension of time limit demanded by contractor for their reason, shall not

entitle for any price escalation/delay compensation or liquidity damages.

Addenda to the Tender documents may be issued prior to the date of

opening of Tenders to clarify documents or to reflect modifications in the

design or contract terms.

Each addendum issued by the Engineer in charge will be distributed in

duplicate to each person or organization to whom a set of Tender

documents has been issued.

Each recipient will retain one copy of each addendum for submission

along with his tender and return one singed copy to the Engineer-in-

charge shall become part of Tender documents.

32. RIGHT OF OWNER TO ACCEPT OR REJECT TENDER

The acceptance of Tender will rest with the Owner. The Owner

however, does not bind itself to accept the loNorth tender and reserves

to itself the authority to reject any or all the Tenders received without

assigning any reason whatsoever. The whole work may be split up

between two or more contractors or accepted in part and not entirely, if

considered expedient.

Tender in which any of the particulars and prescribed informations are

missing or are incomplete in any respect and/or the prescribed

conditions are not fulfilled are liable to be rejected.

Canvassing in connection with tender is strictly prohibited and

tenders submitted by the tenderers, who resort to canvassing will be

liable to rejection.

33 In the event of progress of work by the contractor, without executing the

contract agreement, the responsibility with all risk and cost shall be of

34 The successful Tenderer will be required to sign the contract agreement

on a stamp paper of the value as per prevailing norms of Vadodara

Municipal Corporation. Alternatively, if the Tenderer wishes to sign the

agreement, the same be adjudicated by the State Level Authority

competent to do so.

35 It is responsibility of tenderer to get authorized copy of tender

documents, map etc so that during the time of execution of work

contractor can proceed with work and all time the details of work is

known to the contractor.

36 The bidder shall have to submit resource/activity chart of whole work

divided in minimum 10 activities justifying the timely completion of work.

In case the bidder do not submit the schedule of work progress, it is

mandatory to follow the progress of work as decided by Vadodara

Municipal Corporation during execution.

VADODARA MUNICIPAL CORPORATION

General Conditions

GENERAL CONDITIONS OF CONTRACT

DEFINITION OF TERMS :-

In the Contract documents as hereinafter defined the following words &

expression shall have the meanings hereby assigned to them except where

the context otherwise requires :-

1. “The Owner or Employer”, means the Municipal

Commissioner Vadodara Municipal Corporation, Vadodara which may

abbreviated as “VADODARA MUNICIPAL CORPORATION” and

includes the Owner’s or Municipal Commissioner, VADODARA

MUNICIPAL CORPORATION’s authorized representatives or

2. The abbreviation VADODARA MUNICIPAL CORPORATION wherever

used in contract shall mean Vadodara Municipal Corporation and term

shall be used to in place of authorized person or persons who will be

operating this contract as VADODARA MUNICIPAL CORPORATION’s

representative and will include namely Municipal Commissioner, City

Engineer and Executive Engineer or their authorized representatives.

3. The “City Engineer”, shall means the City Engineer of Vadodara

Municipal Corporation and shall include those who are expressly

authorized by him to act on his behalf.

4. The “Executive Engineer”, shall means the Executive Engineer of

Vadodara Municipal Corporation, who is incharge of the project and

shall include those who are expressly authorized him to act for and on

5. The “Engineer in charge”, shall means the Deputy Executive Engineer

of Vadodara Municipal Corporation, who is incharge of the project and

shall include those who are expressly authorized him to act for and on

6. “The Contractor”, means the person or persons, firm or Company

whose tender has been accepted by the Owner and include the

Contractor’s legal representatives, his successor and permitted

7. The term “Work or Works” of the contract shall mean all of the various

classes of works to be executed in accordance with the contract,

whether temporary or permanent, and include all labour and material,

machinery, instruments, construction equipment, plant, plant operation

and maintenance, all tools and all other items required for the

completion of the construction. It shall also mean the place of working,

where the context so includes.

8. “Contract”, shall mean the Agreement between the Vadodara

Municipal Corporation and the contractor for the execution of works

including therein all contract documents like Condition of Contract,

Specification, Drawings, Prices Bill, Schedule of quantities, Schedule of

rates and prices (if any), work order and all tender .

9. The “Contract Price”, means the sum named in the Tender subject to

such additional there to or deduction there from as may be under the

provisions hereinafter the contained.

10. “Construction Plant”, means all machinery, tools, appliances or thing

of whatsoever nature required for the execution, completion or

maintenance of the works or temporary works (as hereinafter defined)

but does not include materials or other things form or forming part to the

permanent work.

11. “Temporary Works”, means all temporary works of every kind required

in or about the execution, completion or maintenance of the works. The

cost of such work associated with tender is included .

12. “Drawings”, means the drawings referred to in the Specification and

any modification such drawings approved in writing by the City Engineer

/ Executive Engineer, Consultant and such other drawings, diagrams, or

sketches as may from time to time be furnished or approved in writing by

the City Engineer / Executive Engineer.

13. “Site”, means the land and other places on under in or through which

the permanent works are to be executed or carried out & any other land

or places provided by the Owner for purpose of the contract.

14. Words importing the singular number only also include the plural and

vice versa where the context requires.

15. ”Contract Documents”, means collectively the Tender documents,

Designs, Drawings, Specifications agreed variations if any, contract such

other documents constituting the Tender and acceptances thereof.

16. “The Specification”, shall mean the various technical specifications

attached and referred to in the Tender documents. It shall also include

the latest edition of relevant Indian Standard Specification published

before entering into contract. Further in absence of any specific

reference in I.S.S. the standards and specifications of P.W.D.H.B. or

GWSSB as the case may be will be followed as per the consent of city

17. The “Tender”, means the tender submitted by the contractor for

acceptances by the Owner.

18. The “Alternation Order”, means the order given in writing by the

Engineer-in-charge to effect to or deleting from and alternations in the

19. The “Completion Certificates”, shall mean the certificate to be issued

by the City Engineer, when the works have been completed to his

CLAUSE 1 : COMPENSATION OF DELAY AND PENALTY DELAY

The time allowed for carrying out the work as entered in the tender shall be

strictly observed by the contractor and shall be reckoned from the date of

which the order to commence work is given to the contractor. The work shall

throughout the stipulated period of the contract be proceeded with, with all due

diligence (time being deemed to be of the essence of the contract on the part

of the contract) and the contractor shall pay as compensation and or penalty

for delay. Further contractor shall to ensure good progress during the

execution of the work. The work shall be completed stage wise as per the

schedule given at the time of tender submission (Refer qualification criteria)

before award of the job to contractor, and which will form the part of the

contract, failing which intermediate compensation shall be levied. In case

contractor have not submitted it is confirmation the schedule of work progress,

on part of contractor follow the schedule of work decided by VADODARA

MUNICIPAL CORPORATION.

In the event of the contractor failing to comply with these conditions of

Contract is liable to be terminated at any stage and / or an amount equal to

one half percent of contract amount of whole work over stipulated time limit

shall be levied as a penalty for every day that the delay or penalty provided

always that the total amount of compensation to be paid under the provision of

always that the total amount of compensation to be paid under the provision of

this clause shall not exceed 10% of the contract value of the work.

The decision of City Engineer will be final for all such delay compensation.

CLAUSE 2: ACTION WHEN WHOLE OF SECURITYDEPOSIT IS

In any case in which under any clause of this contract, the contractor

shall have rendered himself liable to pay compensation amounting to the

whole of his Security Deposit (Whether paid in one sum or deducted by

installment) or in the case of abandonment of the work owing to serious

illness or death of the contractor or any other cause, the city Engineer,

on behalf of Vadodara Municipal Corporation shall have power to adopt

any of the following courses as man, deemed best suited to the interest

of Vadodara Municipal Corporation.

a) To rescinded the contract (of which recession notice in writing to the

contractor under the hand of the executive Engineer shall be conclusive

evidence) and in that case, the Security deposit of the contractor shall

stand forfeited and be absolutely at the disposal of the Vadodara

Municipal Corporation.

b) To employ labour paid the Vadodara Municipal Corporation and to

supply materials to carry out the work, or any part of the works, debiting

the contractor with the cost of the labour and price of materials as to the

correctness of which cost and price the certificate of the City Engineer

shall be final and conclusive against Contractor and crediting him with

the value of the work done, in all respect in the manner and at the same

rate as if it had been carried out by the contractor under the terms of this

contract and in that case the certificates of the Executive Engineer as to

the value of the work done shall be final and conclusive against the

c) To order that the work of the contractor be measured up and to take

such part thereof as shall be unexecuted out of his hands, and to give it

to another contractor to complete, in which case, any expenses which

may be incurred in excess of the sum which would have been executed

by him (as to the amount of which expenses the certificate in writing of

the City Engineer shall be final and conclusive) shall be borne and paid

by the original contractor and shall be deducted from any money due to

him by the Vadodara Municipal Corporation under the contractor or

otherwise or from his security deposit or the proceeds of sale thereof, of

a sufficient part thereof. In the event of any of the above courses being

adopted by the City Engineer the contractor shall have no claim to

compensation for any loss sustained by him by reason of his having

purchased, or prepared any materials, or entered into any engagements,

or made any advances on account of or with a view to execution of the

work or the performance of the contract. And in case of the contract shall

be rescinded under the provision aforesaid, the contractor shall not

be entitled to recover or be paid any sum, for any work therefore actually

performed by him under this contract unless and until the Executive

Engineer shall have certified in writing the performance of such work and

the amount payable to him in respect thereof and he shall only be

entitled to be paid the amount so certified.

CLAUSE 3 : ACTION WHEN THE PROGRESS OF ANY PARTICULAR

PORTION OF THE WORK IS UNSATISFACTORY

If the progress of any particular portion of the work is unsatisfactory the

City Engineer / Executive Engineer shall, not withstanding that the

general progress of the work is satisfactory in accordance with Clause

be entitled to take action under clause 3(b) after giving the contractor

days notice in writing and the contractor shall have no claim for

compensation for any loss sustained by him owing to such action.

CLAUSE 4: CONTRACTOR REMAINS LIABLE TO PAY COMPENSATION,

IF ACTION NOT TAKEN UNDER CLAUSE 3 POWER TO

TAKE POSSESSION OF OR REQUIRE OF OR SELL

CONTRACTOR PLANT AND MATERIAL

In any case in which any of powers conferred upon the City Engineer by

Clause 3 and 4 hereof shall have become exercisable and the same not

have been exercised, the non-exercise thereof and such powers shall

not constitute a waiver of any of the conditions thereof and such powers

shall not withstanding be exercisable in any future case of default by the

contractor for which by any clause or clauses thereof he is declared

liable to pay compensation amounting to the whole of his security

deposit and the liability of the contractor for past and future

compensation shall remain unaffected. In the event of the City Engineer

taking action under sub clause (a) or (c) of Clause 3, he may, if he so

desires, take possessions of all or any tools, plant, materials and stores

in upon the works or the site thereof of belonging to the contractor or

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

any part thereof paying or allowing for the same in the account of the

contract rates or in the case of contract rates not beings applicable at

current market rates, to be certified by the Executive Engineer whose

certificates thereof shall be final. In the alternative the City Engineer

may be notice in writing to the contractor of his works foreman or other

authorized agent require him to remove such tools plants, materials or

stores from his premises within a time to be specified in such notice and

in the event of the contractor failing to comply with any such requisition,

the City Engineer may remove them at the contractor’s expense or sell

them by auction or private sale at the risk and cost of the contractor in all

respect, and the certificate of the Executive Engineer as to the expense

of any such removal, and the amount of the proceeds and expenses of

any such sale shall be final and conclusive against the contractor.

CLAUSE 5: FINAL CERTIFICATE

On completion of the work the contractor shall be furnished with a

certificate by the City Engineer of such completion but no such certificate

shall be given or considered to be complete until the contractor shall

have removed from the premises on which the work shall have been

executed all scaffolding, surplus materials and rubbish and shall have

cleaned off the dirt from site or any rubies or such other parts, etc.

CLAUSE 6 : PAYMENT OF REDUCED RATES ON ACCOUNT OF

ITEMS OF WORKS NOT ACCEPTED AS COMPLETED TO

BE AT THE DISCRETION OF THE EXECUTIVE

The rates for several items of works estimated to cost more that Rs.

1,000/- agreed to within, shall be valid only when the item concerned is

accepted as having been completed fully in accordance with the

sanctioned specifications. In cases where the items of work are not

accepted as so completed the Executive Engineer may make payments

on account of such items at such reduced rates as he may consider

reasonable in the preparation of final or on account bills.

CLAUSE 7 : BILLS TO BE ON PRESCRIBED FORM

The contractor shall submit all bills on the prescribed forms to engineer

in charge. The charges to be made in the bills shall always be entered

at the rates specified in the tender or in the case of any extra work

ordered in pursuance of these conditions, and not mentioned or provided

for in the tender, at the rates herein after proved for such work.

CLAUSE 8: WORKS TO BE EXECUTED IN ACCORDANCE WITH

SPECIFICATIONS, DRAWINGS, ORDERS, ETC.

The contract shall execute the whole and every part of the work in the

most substantial and workman like manner, and both as regards

materials and in every other respect in strict accordance with the

specifications. The contractor shall also confirm exactly full and faithfully

to the designs, and instructions in writing relating to work signed by the

Executive Engineer

And lodge in his office and to which the contractor shall be entitled to

have access for the purpose of inspection of such office or on the site of

the work during the office hours and the contractors shall if he so

requires, be entitled at his own expenses to make or cause to be made

copies of the specifications and of all such designs, drawings or

instruction aforesaid.

CLAUSE 09 : ALTERATIONS IN SPECIFICATIONS AND DESIGNS NOT

TO BE INVALIDATE CONTRACTS. RATES FOR WOKS

NOT ENTERED OR SCHEDULE RATE.

The City Engineer shall have power to make any alteration in or addition

to the original specifications, drawings and instructions that may appear

to him to be necessary or advisable during the progress of the work and

the contractor shall be bound to carry out the work in accordance with

any instruction in this connection which may be given to him in writing

signed by the City Engineer / Executive Engineer and such alteration

shall not invalidate contract. Any additional work which the contractor

may be directed to do in the manner above specified as part of the work

shall be carried out by the contractor on the same conditions in all

respect on which he agreed to do the main work, and at the same rates

as are specified in the tender for the main work. And if the additional

and altered in the tender for the work, and if the additional and altered

work includes any class of works for which no rate is specified in this

contract, then such class of works shall be carried out at the rates

entered in the Scheduled Rates or at the calculated rates whichever are

lower. If the additional or altered work for which no rate is entered in the

Schedule of Rates in ordered to be carried out before the rates are

agreed upon then contractors shall within seven days of the date of

receipt by him of the order to carry out the work, inform the Executive

Engineer of the rate which he is intention to charge for such class of

work, and to arrange to carry out in such manner as he may consider

advisable provided always that if the contractor shall commence work or

incurred any expenditure in regard there to before the rates shall have

been determined as lastly here in before mentioned then in such cases,

he shall only be entitled to be paid in respect of the work carried out or

expenditure incurred by him prior to such date of the determination of

the rate as aforesaid according to such rates as shall be fixed by the

Executive Engineer, in the event of a dispute, the decision of the City

Engineer will be final. Where however, the work is to be executed

according the designs, drawings and specifications recommended by the

contractor and accepted by VADODARA MUNICIPAL CORPORATION,

the alteration above referred shall be within the scope of such design,

drawings and specifications appended to the tender. The time limit for

completion of works shall be extended in the proportion that the increase

in cost occasioned by alterations or additions bears to the cost of the

original contract work, and the certificate of the Executive Engineer as

such proportion shall be conclusive.

CLAUSE 10 : NO COMPENSATION FOR ALTERATION OR

RESTRICTION OF WORK.

If at any time after execution of the contract documents, the City

Engineer shall, for any reason what so ever, require the whole or any

part of the work, as specified in the tender, to be stopped for any period

or shall not require the whole or part of the work to be carried out at all or

to be carried out by the contractor, he shall give notice in writing of the

fact to the contractor, who shall there upon suspend or stop the work

totally or partially, as the case may be. In any such case, except as

provided here under, the contractor shall have no claim to any payment

or compensation what so ever on account of any profit or advantage

which he might have derived from the execution of the work in full but

which he did not so derive in consequence of the full amount of the work

not having been carried out, or on account of any loss that he may be

put on account of materials purchased or agreed to be purchased, or for

unemployment of labour recruited by him. He shall not have also any

claim for compensation by reason of any alteration having been made in

the original specifications, drawings, designs and instructions which may

involve any curtailment of the work as originally contemplated. Where

however, materials have already been purchased or agreed to be

purchased by the contractor before receipt by him of the said notice, the

contractor shall be paid for such materials at the rates determined by the

Executive Engineer provided they are not in excess of requirements and

are of approved quality and / or shall be compensated for the loss if any,

that he may be put to, in respect of materials agreed to be purchased by

him, the amount of such

compensation to be determined by the Executive Engineer whose

decision shall be final. If the contractor suffers any loss on account of

his having to pay labour charges during the period during which the

stoppage of work has been ordered under this clause, the contractor

shall, on application be entitled to any compensation on account of

labour charge as the Executive Engineer, whose decision shall be final

may consider reasonable. Provided that the contractor shall not be

entitled to any compensation on account of labour charges if, in the

opinion of Executive Engineer, the labour could have been employed by

the contractor elsewhere for the whole or part of the period during which

the stoppage of the work has been ordered as aforesaid.

CLAUSE 11 : NO CLAIM TO COMPENSATION ON ACCOUNT OF LOSS

DUE TO DELAY IN SUPPLY OF MATERIALS BY THE

VADODARA MUNICIPAL CORPORATION OR

PROCUREMENT OF MATERIAL FROM MARKET.

The contractor shall not be entitled to claim any compensation from the

VADODARA MUNICIPAL CORPORATION for the loss suffered by him

on account of delay by the VADODARA MUNICIPAL CORPORATION in

the supply of materials or entered in the Schedule A, or procurement of

material from market by contractor where such delay is caused by

1. Force Majeure

3. Act of enemies of the State or any other reasonable cause beyond

the control of Vadodara Municipal Corporation.

CLAUSE 12 : ACTION AND COMPENSATION PAYABLE IN CASE OF

If at any time before the performance Gerrantee is refunded to the

contractor, it shall appear to the City Engineer or his subordinate in

charge of the work that any work has been executed with unsound,

imperfect or unskilled workmanship or with materials of inferior quality, or

that any materials or articles provided by him for the execution of the

work are unsound or of a quality inferior to that contracted for, or are

otherwise not in accordance with the contract, it shall be lawful for the

City Engineer to intimate this fact in writing to the contractor and then not

with standing the fact that the work materials or articles complained of

may have been inadvertently passed, certified and paid for the

contractor shall be bound forthwith to rectify or remove and reconstruct

the work so specified in whole of or in part as the case may require, or if

he is required, shall remove the material or articles so specified and

provided other proper and suitable materials or articles at his own

charge and cost; and in the event of his failing to do so within a period to

be specified by the City Engineer in the written intimation aforesaid the

contractor shall be liable to pay compensation at the rate of one per cent

on the amount of the contract sum for every day not exceeding ten days,

during which the failure so continues, and in the event of any such

failure as aforesaid the City Engineer may rectify or remove and re-

execute the work or remove and replace the materials or articles as

complained of as the case may be at the risk and expense in all respect

of the contractor. If the City Engineer consider that any such inferior

work or materials as described above may be accepted or made use of,

it shall be within his discretion to accept the same at such reduced rates

as he may fix here fore.

CLAUSE – 13: WORKS TO BE OPEN TO INSPECTION. CONTRACTOR

OR REASONABLE AGENT TO BE PRESENT

All works under or in course of execution in pursuance of the contract

shall at all times be open to the inspection and supervision of the City

Engineer and his subordinates or agents appointed by Vadodara

Municipal Corporation and the contractor shall at all times during the

usual working hours and at all other times at which reasonable notice of

the intention of the City Engineer or his subordinate or agents appointed

by Vadodara Municipal Corporation to visit the works shall have been

given to included. In the specification or other documents forming part

of the contract referred to in these conditions or not and which may be

necessary for the purpose of satisfying or complying with the

requirements of the City Engineer as to any matter on which under these

conditions he is entitled to be satisfied or which he is entitles require

together with carriage, therefore, to and for the work.

The contractor shall also supply without charge the requisite number of

persons with the means and materials necessary for the purpose of

setting out works, and counting, weighing and assisting in the

measurement or examination at any time of the work or materials, failing

this the same may be provided by the Executive Engineer at the

expense of the contractor and the expense may be deducted from any

money due to the contractor under the contract or from his Security

Deposit. The contractor shall provide all necessary fencing and lights

required to protect the public from accident and shall also be bound to

bear the expense of defence of every suit, action or other legal

proceedings, at law, that may be brought by any person for injury

sustained owing to neglect of the above precautions, and to pay any

damages and costs which may be awarded in any such suit, action or

proceedings to any such persons or which may be with the consent of

the contractor be paid in compromising any claim by any such person.

Clause-14 Deleted.

CLAUSE 15 : HOISTING APPLIANCES ETC.

The contractor shall comply with the following regulations as regards the

Hoisting Appliances to be used by him :

a. Hoisting machines and tackle : including their attachments,

anchorages and supports, shall

(I) e of good mechanical construction, sound material and

adequate strength and free patent defect; and

(II) be kept in good repair and in good working order.

b. Every rope used in hoisting or lowering materials or as a means or

suspension shall be of suitable quality and adequate strength and

free from patent defect.

c. Hoisting machines and tackle shall be examined and adequately

tested after erection on the site and be reexamined in position at

intervals to be prescribed by VADODARA MUNICIPAL

d. Every chain, ring, hook, shackle, swing and pulley block used in

hoisting or lowering materials or as means of suspension shall be

periodically examined.

e. Every crane driver or hoisting appliance operator shall be properly

f. No person who is below the age of 20 years shall be in control of

any hoisting machine including any winch or give signals to the

g. In the case of every hoisting machine and of every chain, ring,

hook, shackle, swivel and pulley used in hoisting or lowering or as

a means of suspension the safe working load shall be ascertained

by adequate means.

h. Every hoisting machine and all gear referred to in the preceding

regulation be plainly marked with the safe working load.

i. In the case of hoisting machine having a variable safe working

load each safe working load and the conditions under which it is

applicable shall be clearly indicated.

j. No part of any hoisting machine or any gear referred to in

regulation above shall be loaded beyond the safe working load

except of the purpose of testing.

k. Motors, gearings, transmissions, electric wiring and other

dangerous parts of hoisting appliances shall be provided with

efficient safeguards.

l. Hoisting appliances shall be provided with such means as will

reduce to a minimum the risk of the accident descent of the load.

m. Adequate precautions shall be taken to reduce to a minimum risk

of any part of a suspended load becoming accidentally displaced.

CLAUSE 16 : MEASURES FOR PREVENTION OF FIRE

The Contractors shall not set fire to any standing jungle, trees

brushwood or grass without a written permit from the City Engineer.

When such permit is given and also in all cases when destroying out of a

dug up trees, brushwood, grass etc. by fire, the contractor shall take

necessary measures to prevent such fire spreading to or other wise

damaging surrounding property.

CLAUSE 17 : LIABILITY OF CONTRACTOR FOR ANY DAMAGE DONE

IN OR OUTSIDE WORK AREA

Compensation for all damage done intentionally or unintentionally by

contractor’s laborer whether in or beyond the limits of the work site

including any damages caused by the spreading of Fire mentioned in

clause 18 shall be estimated by the Executive Engineer or such other

officer as the Vadodara Municipal Corporation may appoint and the

estimates of the Vadodara Municipal Corporation shall be final and the

contractor shall have to pay the amount of the assessed compensation

on demand failing which the same will be recovered from the contractor

as damages in the manner prescribed in clause 1 or deducted

By the City engineer from any sums that may be due to or become due

from the Vadodara Municipal Corporation to the contractor under this

contract or otherwise. The contractor shall bear the expenses of

defending any action or other legal proceedings that may be brought by

any person for injury sustained by him owing to neglect of precautions to

prevent the spread of Fire and shall be also pay any damage and cost

that may be the court in consequence. However in any case Vadodara

Municipal Corporation can not be suit under any circumstances.

CLAUSE 18 : WORKS NOT TO BE SUBLET

The contractor shall not be assigned or subleted without approval of the

City Engineer and if the contractor shall assign or sublet his contract or

attempt to do so or become insolvent or commence any proceedings to

the adjudicated an insolvent or make any compensation with his

creditors or attempt to do so, the City Engineer may by notice in writing,

rescind the contract. Also if any bribe, gratuity, gift, loan, prerequisite

reward or advantage pecuniary or otherwise shall either directly or

indirectly be given, promised or offered by the contractor or any of his

servants or agents to any public officer or person in the employment of

or authorized by the VADODARA MUNICIPAL CORPORATION in any

way relating to his office or employment, if any such officer or person

shall become in any directly or indirectly interested in the contract, the

Vadodara Municipal Corporation may, by notice in writing rescind the

In the event of a contract being rescinded, the Security Deposit of the

contractor shall thereupon stand forfeited and be absolutely at, the

disposal of the VADODARA MUNICIPAL CORPORATION and the same

consequence shall ensure as if the contract had been rescinded under

clause 3 hereof and in addition the contractor shall not be entitled to

recover or be paid for any work therefore actually performed under the

CLAUSE 19: SUM PAYABLE BY WAY OF COMPENSATION TO BE

CONSIDERED AS REASONABLE COMPENSATION

WITHOUT REFERENCE TO ACTUAL LOSS.

All sums payable by contractor by way of compensation under any of

these conditions shall be considered as reasonable compensation on be

applied to the use of the VADODARA MUNICIPAL CORPORATION

without any reference to be actual loss or damage sustained and

whether any damages had not been sustained.

CLAUSE 20 : EXECUTION OF WORKS

All works to be executed under the direction and subject to the approval

in all respect of the Executive Engineer for the time being, who shall be

entitled to direct at what point or points and in what manner they are to

be commenced and from time to time carried on.

CLAUSE 21 : DECISION OF THE VADODARA MUNICIPAL

CORPORATION TO BE FINAL

Except where otherwise specified in the contract and subject to the

powers delegated to the Engineer-in-charge by the VADODARA

MUNICIPAL CORPORATION, the decision of the City Engineer for the

time being shall be final conclusive and binding on all parties to the

contract upon all question relating to the meaning of the specifications,

designs, drawings and instruction herein before mentioned and as to the

quality of workmanship or material used on the work or as to any other

question, claim, right, matter or thing whatsoever, in anyway arising out

of or relating to the contract designs, drawings, specifications estimates,

instructions, orders or these conditions or otherwise concerning the

works or the execution of failure to execute the same, whether arising

during the progress of the work or after completion of abandonment

CLAUSE 22 : WORK ON SUNDAY

No work shall be done on Sunday or Holiday without written permission

of Executive Engineer.

CLAUSE 23 : LUMP SUMS IN TENDER

When the estimate on which a tender is made includes lump sums in

respect of parts of the work, the contractor shall be entitled to payment in

respect of the items of work involved or the part of the work in question

is not in the opinion of the Executive Engineer capable of measurement,

the Executive Engineer may at his discretion pay the lump sum amount

entered in the contract and the certificate in writing of the Executive

Engineer shall be final and conclusive against the contract with regard to

any sum or sums payable to him under the provisions of this clause.

CLAUSE 24 : ACTION WHERE NO SPECIFICATIONS ARE AVAILABLE

In the case of work for which there is no such specification, work shall be

carried out in accordance with the P.W.D. or I.S.I. specifications and in

the event of there being no P.W.D. or I.S.I. specifications the work shall

be carried out in all respects in accordance with the instructions and

requirements of the Executive Engineer.

CLAUSE 25 : DEFINITION OF WORK

The expressions “Work” or “Works” whenever used in these conditions

shall unless, there be something in the subject or context repugnant to

such construction be constructed to mean the work or the works

contracted to the executed under or by virtue of the contract, where

temporary or permanent and whether original altered substituted or

CLAUE 26 : QUERRY FEES AND ROYALTIES, ETC.

All query fee, royalties, octroi dues and ground rent for stacking

materials, if any should be paid by the contractor.

CLAUSE 27 {A}: ACCIDENT OR INJURY TO WORKMAN

1. The contractor to Indemnify the VADODARA MUNICIPAL

The VADODARA MUNICIPAL CORPORATION shall not be liable

for or in respect of any damages or compensation payable by law

in respect or in consequence of any accident of injury to any

workman or other person in the employment of the contractor or

his any sub-contractor and contractor shall indemnify the

VADODARA MUNICIPAL CORPORATION against such damages

and compensation and against all claims, demands, proceedings,

costs, charges, expenses whatsoever in respect thereof or in

relation thereto.

2. Payments of Claims and Damages :

Vadodara Municipal Corporation have to pay any money in

respect of such claims or demands as aforesaid the amount so

paid and the costs incurred by the Vadodara Municipal

Corporation shall be charged to and paid by the contractor and the

contractor shall not be at liberty to dispute or question the right of

the Vadodara Municipal Corporation to make such payments not

with standing the same may have been made without his consent

or authority or in law or otherwise to the contrary.

CLAUSE 27 {B} COMPENSATION UNDER WORKMAN’S

COMPENSATION ACT.

The contractor shall be responsible for and shall pay any

compensation to his workers payable under the Workman’s

compensation Act 1923, VII of 1923. hereinafter called the said

Act for injuries caused to the workers. If such compensation is

paid by the VADODARA MUNICIPAL CORPORATION as principle

under sub – section (I) of section 12 of the said Act on behalf of

the contractor, it shall be recoverable by the VADODARA

MUNICIPAL CORPORATION from the contractor under sub –

section (2) of the section. Such compensation shall be recovered

in the manner laid down in the Clause I above.

CLAUSE 28 : MEDICAL AID TO LABOUR

The contractor shall be responsible for and shall pay the expenses of

providing medical aid to any workman who may suffer a bodily injury as a

result of an accident. If such expenses are incurred by the VADODARA

MUNICIPAL CORPORATION the same shall be recoverable from the

contractor forthwith and be deducted without prejudiced to any other remedy

of the Vadodara Municipal Corporation from any amount due or that may

become due to the contractor.

CLAUSE 29 : SAFETY MEASURES

The contractor shall provide all necessary personal safety equipment

and first aid apparatus available for the use of the persons employed on

the site, shall maintain the following regulations in connection therewith.

a. The workers shall be required to use the equipment so provided by

the contractor and the contractor shall take adequate steps to ensure

proper use of the equipment by those concerned.

b. When work is carried on in proximity to any palce where there is a

risk of drawing all necessary equipment shall be provided and kept

ready for use and all necessary steps shall be taken for the prompt

rescue of any person in danger.

c. Adequate provision shall be made for prompt first aid treatment of all

injuries likely to be sustained during the course of the work.

CLAUSE 30 : CLAIM FOR QUANTITIES OF WORK ENTERED IN THE

Quantity shown in the tender are approximate and no claim shall be

entertained for quantity of work executed being either more or less than

those entered in the tender or estimate.

CLAUSE 31 : NO CLAIM FOR COMPENSATION FOR DELAY IN

STARTING THE WORK

No compensation shall be allowed for any delay caused in the starting of

the work on account of any problem related to acquisition of land delay

in administrative clearance of work. And for any delay in according

sanction to estimates.

CLAUSE 32 : CLAIM FOR COMPENSATION FOR DELAYING THE

EXECUTION OF WORK

No compensation shall be allowed for any delay in execution of the work

on account of water standing in borrow pits or compartments. The rates

ate inclusive for hard or cracked soil excavation in mud sub-soil water, or

water standing in borrow pits and no claim for an extra rate shall be

entertained unless otherwise specified.

CLAUSE 33 : ENTERING UPON OR COMMENCING ANY PORTION OF

The contractor shall not enter upon or commence any portion of work

except with the written authority and instruction of the Executive

Engineer or of his sub ordinate in charge of the work. Failing such

authority the contractor shall have no claim to ask measurements oR

payment for work.

CLAUSE 34 : LABOUR LAWS AND SAFETY REGULATIONS

i. No contractors shall employ any person who is under the age of

ii. No contractor shall employ donkeys or other animals with breaching of

string or thin rope. The breaching must be at lNorth three inches wide

and should be of tape (Nawar).

iii. No animal suffering from soves, lameness or emaciation or

which immature shall be employed on the work.

iv. The Executive Engineer or his agent is authorized to remove any person

or animal found working which does not satisfy those conditions and no

responsibility shall be accepted by the Vadodara Municipal Corporation

for any delay caused in the completion of the work by such removal.

v. The contractor shall pay fair and reasonable wages to the workmen

employed by him in the contract undertaken by him. In the event of any

dispute arising between the contractor and his workmen on the grounds

that the wages paid are not fair and reasonable the dispute shall be

referred without delay to the Executive Engineer, who shall decide the

same. The decision of the Executive Engineer shall be conclusive and

binding on the contractor, but such decision shall not in any way affect

the condition in the contract regarding the payment to be made by the

Vadodara Municipal Corporation at the sanctioned tender rates.

CLAUSE 35 : ACCEPTANCE OF CONDITIONS BEFORE TENDERING

Any contractor who does not accept these conditions shall not be

allowed to tender for works.

CLAUSE 36 : Taxes, Duties, etc.

The rates to be quoted by the contractor must be inclusive of excise,

sales tax,Insurance and all other taxes Excluding GST etc. present & future

taxes be included. No extra payments onthis account will be made to the

contractor. GST WILL BE PAID SEPARATELY AS PER GOVT.NORMS.

CLAUSE 37 : Defect Liability Period

The defect liability period shall be Five 5 year as per work from the date

of final completion and acceptance of work by Vadodara Municipal

Corporation. Contractor shall submit performance guarantee bond of

5% amount of total work for period as prescribed format by Vadodara

Municipal Corporation. The bank guarantee of Nationalized bank shall

be given for full defect liability period at a time. During defect liability

period, contractor shall make good any defect whatsoever nature

observed in different works, equipment, or in part of work,plant or

equipment by modifying/replacing/repairing of such defective units or

parts there at his own cost within a period of three days on hearing from

owner about such defect during liability period. In case Vadodara

Municipal Corporation may feel fit to repair/rectify/modify such work

without intimation incase of emergency/ importance of circumstances,

the contractor is liable to pay all expences incurred by Vadodara

Municipal Corporation. In case if contractor’s failure to do so, it will be

got done by owner and entire cost shall be recovered from contractor’s

performance guarantee bond in the form of bank guarantee or other

dues with the company.

CLAUSE 38 : ERRORS AND OMMISSIONS

The contractor should take no advantage of any apparent error or

omission in drawings or specifications and the City Engineer should be

permitted to make such corrections and interpretations as necessary to

fulfill the intent of the plans and specifications. Alterations, omissions or

correction in the drawings, diagrams or sketches or specifications shall

not constitute a case for a claim of extra payment or extension of time by

the contractor.

CLAUSE 39: INSURANCE AGAINST ACCIDENT ETC. TO WORKMEN

The contractor shall at his own expense carry and maintain insurance

with reputable Insurance Companies to his satisfaction but in no case

Vadodara Municipal Corporation will be responsible for any claim arise

due to inadequate amount and or improper provisions of insurance by

the contractor under the employees State Insurance Act,

Workmen’s compensation and Employer’s liability insurance,

Contractor’s protective liability insurance and any other insurance

required under law or regulations from time to time for this contract.

CLAUSE 40 : ADDITIONAL SAFETY CODE

The contractor shall provide all necessary safety provisions as indicated

in safety code given along with this tender.

CLAUSE 41 : FOSSILS ETC.

All fossils, coins, articles or value of antiquity and structure and other

remains or things of geological or archeological interest discovered on

the site shall as between the Vadodara Municipal Corporation and the

contractor be deemed to be absolute property of the Vadodara

Municipal Corporation

CLAUSE 42 : PROGRAMME

The time allowed for execution of works shall be the essence of the

contract. The contract period shall commence from date of notice of

intimation to proceed. The tenderer at the time of submitting his tender

shall indicate to the construction schedule his program of execution of

work commensurate with the total time specified. The contractor shall

provide the Engineer-in-charge a detailed program of the time schedule

for execution of the works in accordance with the specifications and the

completion date, the entire program to be finalized by the contractor, has

to confirm the execution period mentioned along with the bill of

quantities in the tender documents. The Engineer-in-charge upon

scrutiny of such submitted program by contractor, shall examine

suitability of it to the requirement of contract and suggest modifications, if

found necessary.

CLAUSE 43 : ALTERATION IN SPECIFICATION AND DESIGN AND

A) The Engineer-in-charge shall have power to make any alteration

in, omission from, addition to, substitution for, the schedule of rates, the

original specifications, drawings, designs and instructions that may

appear to him to be necessary or advisable during the progress of work

and the contractor shall be bound to carry out such altered/extra/new

items of work in accordance with any instructions which may be given to

him in writing signed by Engineer-in-charge and such alteration

omission, additions or substitution shall not invalidate contract and any

altered, addition or substituted work shall be carried out by the

contractor on the same conditions of contract. The time for completion

may be extended by Engineer-in-charge as may be considered just and

reasonable by him. The rates for such addition, altered or substituted

work shall be worked out as under

a) If the rates for addition, altered or substituted work are specified in the

contract for work, the contractor is bound to carry out such work at the

same rates as specified in the contract.

b) If the rates for additional, altered or substituted work are not specifically

provided in the contract for the work, the rates will be derived from the

rates of similar items or works in the contract of work. The opinion of

Engineer-in-charge as to whether the rates can be reasonably so

derived from the item of contract will be final and binding to the

c) If the rates of altered, addition or substituted work can not be determined

as specified in (a) or (b) above, the rates shall be paid as per S.O.R. of

VADODARA MUNICIPAL CORPORATION/PWD in the same of order

preference. In absence of S.O.R., rate analysis approved by the City

Engineer shall be final.

d) If the rates of altered, addition or substituted work can not be determined

as specified in (a) or (b) or (c) above, the contractor shall within seven

days of the receipt of order to carry out the work inform the Engineer-in-

charge of the rate which he intends to charge for

such work supported by rate analysis and the Engineer-in-charge will

determine the rate on the basis of prevailing market rates of materials,

labour cost at schedule of labour plus 10% thereon as contractor’s

supervision overhead and profits. The opinion of Engineer-in-charge as

to market rate of materials and the quantity of labour involved per unit of

measurement will be final and binding on contractor.

But under no circumstances, the contractor suspends work on the plea

of non settlement of items falling under this clause.

CLAUSE 44 : TESTS FOR QUALITY OF WORK

1. The contractor shall be required to give satisfactory tests wherever

required and shall rectify the defects, if any free of cost. The necessary

water, power, labour etc. required for the h tests shall also be arranged

by the contractor at his own cost.

2. All workmanship shall be of the best kind described in the contract

documents and in accordance with the instructions of Engineer-in-

charge and shall be subjected from time to time to such tests at

contractor cost as the Engineer-in-charge may direct at the place of

manufacture or fabrication or on the site or at any such place.

Contractor shall provide assistance, instruments, labour and materials as

are normally required for examining, measuring and testing of any work

or workmanship as may be selected and required by Engineer-in-charge.

3. All tests necessary in connection with the execution of work as decided

by Engineer-in-charge shall be carried out at an approval laboratory at

contractor’s cost.

4. Contractor shall furnish the Engineer-in-charge for approval when

requested or if required by the specification, adequate samples of all

materials and furnished goods to be used in work sufficiently in advance

to permit tests and examination thereof. All materials furnished and

finished goods applied in work shall be exactly as per approved

CLAUSE 45 : PROCEDURE FOR MEASUREMENT OF WORK IN

1. All measurements shall be in metric system. All the work in progress

will be jointly measured by the representative of Engineer-in-charge and

contractor’s authorized agent. Such arrangements will be got recorder in

the measurements book by the Engineer-in-charge or his authorized

representative and signed by the contractor or his authorized

representative and signed by the contractor or his authorized agent in

token of acceptance. If the contractor or his authorized agent fails to be

present whenever required by the Engineer-in-charge for taking

measurements for any reasons whatsoever, the measurement will be

taken by the Engineer-in-charge or his authorized representative not

withstanding the absence of contractor and these measurements will be

deemed to be correct and binding on the contractor.

2. Contractor will submit a bill in approved proforma in duplicate to the

Engineer-in-charge of the work giving abstract and detail measurements

of various items executed during a months as mutually agreed. The

Engineer-in-charge shall verify the bill and the claim, as far as

CLAUSE 46 : TAXES, DUTIES ETC.

1. Contractor agrees to and does hereby accept full and exclusive

liability for the payment of any and all taxes including sales-tax, duties,

octroi or entry tax etc. not or herein after imposed, increased or modified

from time to time in respect of work and materials and all contributions

and taxes for unemployment, compensation, insurance and old age

pension or annuities now or hereinafter imposed by the central or State

Government authorities with respect to or covered by the wages,

salaries or other compensation paid to the persons employed by

2. Contractor shall be responsible for compliance with all obligations

and restrictions imposed by the labour law or any other law affecting

employed-employee relationship.

3. Contractor further agree to comply and to secure the compliance of all

sub-contractor with applicable central, state, municipal and local laws

and regulations and requirement. Contractor also agrees to depend

indemnify and hold harmless the owner from any liability or penalty

which may be imposed by central, state or local authority by reasons any

violation by contractor or subcontractor of such laws, regulations or

requirements and also from all claims, suits or proceedings that may be

brought against owner arising under growing out of or by reasons

of work provided for by this contract by third parties or by central or State

Government authority or any administrative sub-division thereof.

4. At present there is no sales tax on work contract. Even if at later stage

same is imposed by Govt. the sales tax on work contract shall be borne

5. The contractor shall pay royalty tax as per the rate decided by

6. The contractor shall pay all taxes like sales, income tax, VAT, Service

tax or any other tax which are in force time to time. Vadodara Municipal

Corporation may not be any way hold responsible for any such taxes.

However Vadodara Municipal Corporation can ask to produce the tax

payment on the request from detail concern departments of Govt. or

Vadodara Municipal Corporation.

(A) In respect of all labour, directly or indirectly employed in the work for the

performance of contractor’s part of this agreement, the contractor shall

at his own expense arrange for all the safety provision as per safety

code of P.W.D. and hand book on construction safety practice SP-70-

2001 and building & other construction workers.

(Regulation of Employment & Condition of Services) Act 1996. The

contractor shall serve and abide by all fire and safety security rules and

regulations of the VADODARA MUNICIPAL CORPORATION.

(B) First Aid and Injuries

1. Contractor shall maintain first aid facilities to his employees and those of

his sub-contractors.

2. Contractor shall make outside arrangement for ambulance service and

for the treatment of injuries. Names of those providing these services

shall be furnished to VADODARA MUNICIPAL CORPORATION prior to

start of construction and their telephone numbers shall be prominently

displayed in contractor’s field office.

3. All critical injuries shall be reported promptly to VADODARA MUNICIPAL

CORPORATION and copy of contractors report covering each personal

injury requiring the attention of a physician shall be furnished to

VADODARA MUNICIPAL CORPORATION.

( C ) Contractor’s Barricades

1. Contractor shall erect and maintain barricades required in connection

with his operation to guard or protect.

b) Hoisting Areas

c) Areas adjudged hazardous by contractor’s or VADODARA MUNICIPAL

CORPORATION’s inspectors.

1. VADODARA MUNICIPAL CORPORATION’s existing property

subjected to damage by ontractor’s operations.

2. Rail road unloading spot.

3. Contractor’s employees and those of his sub-contractors

shall become acquainted with VADODARA MUNICIPAL

CORPORATION’s barricading practice and shall respect the

provisions thereof.

3. Barricades and hazardous areas adjacent to but not located in normal

routes of travel shall be marked by red lanterns.

5. Contractor shall have to make all the arrangement to cover and

protect the equipments and panels stored at work site or

installed and which are likely to be damaged due to this work.

The contractor shall provide suitable scaffolds and working platforms,

gangways and stairways as per required.

All necessary personal safety equipments as considered adequate by

the Executive Engineer should be kept available for the use of persons

employed on the site and maintained in a condition suitable for

immediate use and the contractor should take adequate steps to ensure

proper use of equipment by those concerned as per the clause (30) of

General Conditions of the Contract. To ensure effectively enforcement

of the rules and regulations relating to safety precautions, the

arrangements made by the contractor shall be opened to inspection by

the welfare officer, Safety Engineer or Executive Engineer of the

VADODARA MUNICIPAL CORPORATION or their representatives.

VADODARA MUNICIPAL CORPORATION

Special Conditions

SPECIAL CONDITIONS OF CONTRACT

(A) Special conditions of contract shall be read in conjunction with General

Conditions of Contract Material and job Specifications, Drawings and

other documents forming part of this contract.

1. No remedy for action taken under this clause :

No action taken by the VADODARA MUNICIPAL CORPORATION

under the clause shall receive the contractor or any of his liabilities

under the contractor or give rise to any right to compensation,

extension of time or otherwise, failing which the owner shall have

the right to remove such sub-contactors from the site.

2. Inconvenience to the Public :

The contractor shall not deposit materials on any site which will

cause seriously inconvenience to the public. The Executive

Engineer may require the contractor to remove any material which

are considered by him to be a danger or inconvenience to the

public or cause them to be removed at the Contractor’s cost.

3. Approach Roads :

Contractors will be permitted to use the existing roads in the areas

for the purpose of transporting labourers and materials etc. The

VADODARA MUNICIPAL CORPORATION, however, will not

undertake to provide any approach road to the site of works. It

shall be entirely the

responsibility of the contractor to provide and maintain such

temporary roads at his own cost for the purpose of movement of

men, materials, and equipment. Layout of such approach roads

shall be submitted to the Executive Engineer for his approval

before undertaking the construction of the same.

4. Supply of Materials :

The contractor is required to keep himself in touch with the Deputy

Executive Engineer for the day-to-day position of supply of

materials to be supplied by owner, so as to adjust the program of

work accordingly in advance to avoid his labour remaining idle on

account of non-receipt of materials. No claim of extra payment

due to or arising form delay in supplying the materials by the

Owner shall be entertained, but a reasonable extension of period

of contractor may be considered if found justified. This is specified

in clause no. (14) of General Conditions.

5. Water Supply to Contractors:

The contractors shall make his own arrangement of water required

for construction, site office and labour camp. Contractor shall

make arrangement for receiving, storage and distribution of water

as per established norms and practice. VADODARA MUNICIPAL

CORPORATION shall not entertain any claim of contractor for

delays resulting on account of inadequate or irregular water

Certified plumbers should be employed by the contractor on the

work for all the temporary sanitary and plumbing works.

6. Contractors Stores and Site Office :

Suitable area near the site of work shall be allocated free of rent to

the contractor for storing his equipment plant, materials, etc. and

for his site office. If suitable site near site of work is not available,

the contractor should prepare its site office away from the site of

the work as per the direction of the Executive Engineer.

7. Supply of Plant and Equipment Materials and Labour

The contractor shall make his own arrangements to produce all

construction plant and equipment for his work. He shall also

forward along with tender a list of type and number of the

equipment with their capacities in good working condition which he

will use at site to ensure completion of the work in specified time.

All materials, construction plants and equipments, etc. once

brought by the contractor on the site are not to be removed from

there without the written authority from the Executive Engineer.

Also, the contractor shall have adequate stock of spare parts for

the equipment on the site and work shall not be delayed on this

account. Similarly all enabling work built by the contractor for the

main construction undertaken by him are not be dismantled and

removed without the written authority from the Executive Engineer.

Thus contractor shall at his own expenses supply and provide all

the construction plant, temporary works materials both for

temporary and for permanent works, labour (including the

supervision thereof), transport to or from the site and in and about

the works and other things of every kind required for the

construction, completion and maintenance of the works.

08. Rubbish and Clearance of Site :

The contractor shall clean away all rubbish, vegetation, roots, sods

etc. and dump them in the area indicated by the Executive

Engineer and to his satisfaction. No separate rate shall be allowed

for the above. After the work is completed and a group of

structures handed over, the contractor shall clear the area

surrounding the work of all hutments, temporary structure and

excess stores and remnants of building materials such as

brickbats, sand, kapachi, timber, steel etc. at no extra cost the

VADODARA MUNICIPAL CORPORATION and land brought to its

original conditions.

09. Bench Marks

The contractor shall protect surveyor’s bench marks line marks

and base line marks from damage of movement during the work.

The contractors shall inspect the site of work and ascertain site

conditions and the nature of soil to be excavated.

11.Execution of Works :

The contractor is responsible for the correct execution of his work

in accordance with the drawings provided to him and for all

mistakes due to working to wrong levels or center lines. When

levels, center lines and bench marks of reference have been once

given to him by the Deputy Executive Engineer in writing, it is his

responsibility to record, protect and maintain the said marks, and

to work to the same, and no complains can afterwards be attended

to for excess work done inconsequence of such levels not having

been kept up and maintained by the Contractor.

12. The contractor shall obtain the permission of the Executive Engineer

before installation of fixed construction machineries, connections from

pipelines, locations of temporary buildings including labour camps and

storage materials, points of tapping electricity supply of connection.

Also the contractor shall not energize any approval of the Executive

13. The work shall be carried out in such a manner as not to interfere with or

affect, retard or disturb the progress of other works being executes by

other agencies.

14. The contractor shall submit to the Executive Engineer periodically as

required, information regarding the progress of work being carried out by

15. The contractor shall provide at his own cost adequate closets and

sanitary accommodation for all his workman employed on the site.

These shall be in accordance with the rules and regulations of the

owner. The lavatories and sanitary accommodation shall be maintained

in good sanitary, working and disinfected conditions.

16. The contractor shall not allow any visitors on the works except with the

approval of the owner.

17. If the headquarters of the tenderer are elsewhere than in Baroda, he

shall have a duly authorized agent at site from the commencement of

work until completion of the building work as specified. Such agent shall

be authorized to act on behalf of the contractor, to accept services of

notices under the contract and agree to extra, omissions and varied

items of work and rates for the same. Such agent shall maintain on his

staff a qualified engineer and such other personnel as may be required

for the efficient execution of the work. Any notice under the contract

shall be deemed to have been serviced on the contractor is served upon

such agent. The contractor to carry out any rectification under the terms

of the contractor after the work is completed. The contractor shall have

the same or another duly authorized are using carried out. This is

specified in clause no. (11) of General Conditions.

18. The successful tenderer shall send a duly authorized competent

representative at his expenses to meet the City Engineer at his office

whenever called upon in writing to do so by the City Engineer and any

instructions, directions or explanations given by the City Engineer to

such representatives shall be held to have been given to the successful

19. The contractor shall afford facilities to the Executive Engineer for a

physical check of such materials in stock in his godowns or at the site of

work, as and when desired by doing so the Executive Engineer.

20. During the progress of the construction work, if in the drawings,

diagrams and the sketches issued if any to the contractor for the

purpose of execution of work any omissions or inaccuracies are found

by the contractor, he shall bring the same forthwith to the notice of the

Executive Engineer and get them clarified immediately.

21. Metal,Brick bats,Sand,Yellow earth,stone dust, cement, steel, water,

machine/equipment man-power and any other material required for

construction shall be produced by contractor from open market.

Contractor shall identify potential sources of material and shall make

arrangements for adequate and time bound supply of these items.

Contractor shall have to get the supply sources and material approved

by Deputy Executive Engineer before bringing material to site. No

extension of time shall be granted for completion of work on account of

delays resulting due to non-availability of material, work, electricity etc.

22. Use of animals is prohibited.

23. Construction must keep on competent and experienced and qualified

Civil Engineer with experience or as directed by the City Engineer to get

best workmanship and day-to-day progress.

24. All the materials and the workmanship shall be the respective kind

described in the contract and in accordance with the Executive Engineer

instructions and shall be subjected from time to time, such tests as the

Executive Engineer may direct. The costs of such tests shall be borne

by the contractor. No extra claim will be entertained for the materials,

transport, labour, curing, preservation and supply of test samples of

interests and size and shape as directed by the Executive Engineer.

25. The contractor shall maintain an uptodate record register of the

materials issued to him, if any. One other register may also be kept

showing the quantum of work executed day-to-day together with

materials particularly cement used against each item.

26. A work order register which will also be called site instruction book will

be kept and maintained at site by contractor wherein the day-to-day

instruction may be noted down by the Dy.Executive Engineer or his

subordinate in charge of work. The violation of the instructions written

by the Dy. Executive Engineer or his subordinate in charge of the work

will be severely viewed. The obedience and strictly followed up of the

instructions will be obligatory on the part of the contractor.

27. The VADODARA MUNICIPAL CORPORATION shall also deduct from

running bills submitted by the contractor an amount equivalent as

applicable from time to time of the total amount of each of such running

applicable from time to time of the total amount of each of such running

bills towards income tax at source under the relevant provisions of

Income Tax Act.

28. The contractor shall indemnify the The contractor shall provide at his

own cost adequate closets and sanitary accommodation for all his

workman employed on the site. These shall be in accordance with the

rules and regulations of the owner. The lavatories and sanitary

accommodation shall be maintained in good sanitary, working and

disinfected conditions.

29. and every member and officer and employees of the VADODARA

MUNICIPAL CORPORATION against all the actions, claims, demands,

costs and expenses whatsoever arising out of or in connection with the

matter referred to in the above clause. The contractor shall be liable to

reimburse the VADODARA MUNICIPAL CORPORATION and keep

indemnify the employer in respect of all actions, claims, procedures,

demands, cost expenses which the VADODARA MUNICIPAL

CORPORATION may have to incure on account of default of the

contractor under the above clause.

30. The VADODARA MUNICIPAL CORPORATION will be entitled to deduct

from the bills to be paid to the contractor any sum or sums payable by

the contractors and which sum the VADODARA MUNICIPAL

CORPORATION in required to pay as a principle employer on account

of default of the contractor in respect of all liabilities referred to in above

31. Force Majure

If the performance of the agreement arising out of the acceptance

of the tenderer, quotation of the tenderer by the VADODARA

MUNICIPAL CORPORATION, is prevented or delayed or

interfered with by any act of nature, wars, act of enemy, blockades,

embargo, insurrections, riots, political or commotions, strikes,

lockouts, acts of Government or other industrial disturbance,

explosions or any

other cause whether enumerated or otherwise not within the

reasonable control of the tenderer or VADODARA MUNICIPAL

CORPORATION, all of which by the exercise of due diligence is

unable to foresee or overcome the Tenderer or the VADODARA

MUNICIPAL CORPORATION shall not be held responsible for the

non-performance of such agreement or prevention, delay

interference or suspension in the performance of such agreement

any thereof should bone or both the parties to such agreement be

prevented from fulfilling the contractual obligation by a state of

force Majeure lasting continuously for a period of three months,

both the parties shall consult with other regarding the future

implementation of such agreement.

For the force Majeure that lasts for less than three months, the

agreement shall remain as it is and suitable period equipment to

time of force Majeure shall be added in to total time limit for

performance of the contract.

33. Sole Arbitrator

Municipal Commissioner, VADODARA MUNICIPAL

CORPORATION shall be the sole Arbitrator. For any disputes &

differences of any kind arising out of or in connection with the

contractor or the carrying out of the works during the progress of

the works or after their completion shall be referred to & settled by

Municipal Commissioner, VADODARA MUNICIPAL

CORPORATION. The decision of the Municipal Commissioner

shall be final & binding to both parties.

The contractor shall take full responsibility for loss damages and

the care plant and works until it is delivered to site, erected,

commissioned and taken over by the owner. Without limiting such

responsibility, the contractor shall, in the joint names of the

contractor and the owner, to protect himself and the interest of the

owner, insure the plant and each part thereof for their full value

until they have been taken over. The contractor alone

has to bear the premium / other expenditure for such insurance.

Such insurance shall cover the equipment against loss, damages

or destruction by fire, lighting, earthquake, thefts, perils of the sea

of by any cause whatsoever, throughout the duration of the

contract. The contractor shall deposit the policy or policies and

receipts for the premium paid with the owner. All money received

under any policy shall be applied in or towards the replacement

and repair of the loss or damage. The insurance must include

provision for payment of foreign currency as may be necessary in

respect of any claim.

The work specified in the Tender for works expires taking into

consideration the extension of time, if any, for completion of the

work, granted under the relevant clause of the conditions of the

contract in cases other than those where such extension as

necessitated on account of default of the contractor. The decision

of the City Engineer as regards the Operative period of the

contract, shall be final and binding on the contractor.

(૧૦) ઇ રદારે સરકાર/વી.એમ.સી મા ય સં થા RITES/DGS & D /CEIL/TCS/GERI

(૧૧) કામના થળેથી લેવામાં આવેલા નમુના સરકાર મા ય યોગ શાળામાં /VMC ારા

VADODARA MUNICIPAL CORPORATION

TECHNICAL SPECIFICATION

આઇટમનંબર:૧૦. Providing & laying compacted machine crushed black stone aggregate

250mm thick/ as suggested thick wet mix macadam in two layers in the material with

water to OMC in mecanically mix (pug mill) carriage of mix material by tipper to site

laying,spreading and compacting in sub base of compacting power vibrater roller to achive

the desired density (mechanically laid with motor grader) etc.complete.as per technical

specification MORTH

Wet mix macadam mechanically laid with motor grader,paver finisher /Tractor Dozer

406 WET MIX MACADAM SUB-BASE/BASE

This work shall consist of laying and compacting clean, crushed, graded aggregate and

granular material, premixed with water, to a dense mass on a prepared sub-grade/sub-

base or existing pavement as the case may be in accordance with the requirements of

Specifications. The material shall be laid in one or more layers as necessary to lines,

and cross-sections shown on the approved drawings or as directed by the Engineer.

The thickness of a single compacted Wet Mix Macadam layer shall not be less than 75 mm.

When vibrating or other approved types of compacting equipment are used, the compacted

depth of a single layer of the sub-base course may be upto 200 mm with the approval of the

406.2 Materials

406.2.1 Aggregates

406.2.1.1 Physical Requirements

Coarse aggregates shall be crushed stone. If crushed gravel/shingle is used, not less

than90 percent by weight of the gravel/shingle pieces retained on 4.75 mm sieve shall have

lNorth two fractured faces. The aggregates shall conform to the physical requirements set

forth in Table 400-12.

If the water absorption value of the coarse aggregate is greater than 2 percent, the

test shall be carried out on the material delivered to site as per IS:2386

Table 400-12 : Physical Requirements of Coarse

Aggregates forWet Mix Macadam for Sub-base/Base

S. No. Test Test Method Requirements

1) Los Angeles Abrasion value IS:2386 (Part-4) 40 percent (Max.)

Aggregate Impact value IS:2386 (Part-4) or 30 percent (Max.)

2) Combined Flakiness and Elongation IS:2386 (Part-1) 35 percent (Max.)*

indices (Total)

To determine this combined proportion, the flaky stone from a representative sample should first

be separated out. Flakiness index is weight of flaky stone metal divided by weight of stone sample.

Only the elongated particles be separated out from the remaining(non-flaky) stone metal. Elongation

index is weight of elongated particles divided by totalnon-flaky particles. The values of flakiness index

and elongation index so found are addedup.

406.2.1.2 Grading Requirements

The aggregates shall conform to the grading given in Table 400-13. The aggregates shall

conform to the grading given in Table 400-13.

Table 400-13 : Grading Requirements of Aggregates for Wet Mix Macadam

IS Sieve Designation Percent by weight passing the IS Sieve

600.00 micron 8–22

75.00 micron 0–5

Material finer than 425 micron shall have Plasticity Index (PI) not exceeding

The final gradation approved within these limits shall be graded from coarse to fine and

shall not vary from the low limit on one sieve to the high limit on the adjacent sieve or vice

406.3 Construction Operations

406.3.1 Preparation of Base

Clause 404.3.1 shall apply.

406.3.2 Provision of Lateral Confinement of Aggregates

While constructing wet mix macadam, arrangement shall be made for the lateral

confinementof wet mix. This shall be done by laying materials in adjoining shoulders along

with that of wetmix macadam layer and following the sequence of operations described in

Clause 404.3.3.

406.3.3 Preparation of Mix

Wet Mix Macadam shall be prepared in an approved mixing plant of suitable capacity

havingprovision for controlled addition of water and forced/ positive mixing arrangement like

pugmillor pan type mixer of concrete batching plant. The plant shall have following features:

i) For feeding aggregates– three/ four bin feeders with variable speedmotor

ii) Vibrating screen for removal of oversize aggregates

iii) Conveyor Belt

iv) Controlled system for addition of water

v) Forced/positive mixing arrangement like pug-mill or pan type mixer

vi) Centralized control panel for sequential operation of various devices

and precise process control

vii) Safety devices

Optimum moisture for mixing shall be determined in accordance with IS:2720 (Part-8) after

replacing the aggregate fraction retained on 22.4 mm sieve with material of 4.75 mm to

22.4 mm size. While adding water, due allowance should be made for evaporation losses.

However, at the time of compaction, water in the wet mix should not vary from the optimum

value by more than agreed limits. The mixed material should be uniformly wet and no

segregation should be permitted.

406.3.4 Spreading of Mix

Immediately after mixing, the aggregates shall be spread uniformly and evenly upon the

prepared sub-grade/sub-base/base in required quantities. In no case shall these be

in heaps directly on the area where these are to be laid nor shall their hauling over a partly

completed stretch be permitted.

The mix may be spread by a paver finisher. The paver finisher shall be self-propelled of

adequate capacity with following features:

i) Loading hoppers and suitable distribution system, so as to provide a

smooth uninterrupted material flow for different layer thicknesses from

the tipper to the screed.

ii) Hydraulically operated telescopic screed for paving width upto to

8.5 m and fixed screed beyond this. The screed shall have tamping and

vibrating arrangement for initial compaction of the layer.

iii) Automatic levelling control system with electronic sensing device

to maintain mat thickness and cross slope of mat during laying

procedure.In exceptional cases where it is not possible for the paver to be utilized,

mechanical meanslike motor grader may be used with the prior approval of the Engineer.

The motor grader shallbe capable of spreading the material uniformly all over the surface.

The surface of the aggregate shall be carefully checked with templates and all high or low

spots remedied by removing or adding aggregate as may be required. The layer may be

tested by depth blocks during construction. No segregation of larger and fine particles

shoulbe allowed. The aggregates as spread should be of uniform gradation with no pockets

of finematerials.The Engineer may permit manual mixing and /or laying of wet mix

macadam where smallquantity of wet mix macadam is to be executed. Manual

mixing/laying in inaccessible/ remotelocations and in situations where use of machinery is

not feasible can also be permitted.Where manual mixing/laying is intended to be used, the

same shall be done with the approvalof the Engineer.

406.3.5 Compaction

After the mix has been laid to the required thickness, grade and crossfall/camber the same

shall be uniformly compacted to the full depth with suitable roller. If the thickness of single

compacted layer does not exceed 100 mm, a smooth wheel roller of 80 to 100kN weight

may be used. For a compacted single layer upto 200 mm, the compaction shall be done

withthe help of vibratory roller of minimum static weight of 80 to 100 kN with an

arrangement for adjusting the frequency and amplitude. An appropriate frequency and

amplitude may be

selected. The speed of the roller shall not exceed 5 km/h.

In portions having unidirectional cross fall/superelevation, rolling shall commence from the

lower edge and progress gradually towards the upper edge. Thereafter, roller should

parallel to the center line of the road, uniformly over-lapping each preceding track by at

one-third width until the entire surface has been rolled. Alternate trips of the roller shall be

terminated in stops at lNorth 1 m away from any preceding stop.

In portions in camber, rolling should begin at the edge with the roller running forward and

backward until the edges have been firmly compacted. The roller shall then progress

towards the center parallel to the center line of the road uniformly overlapping each of the

preceding track by at lNorth one-third width until the entire surface has been rolled.

Any displacement occurring as a result of reversing of the direction of a roller or from any

other cause shall be corrected at once as specified and/or removed and made good.

Along forms, kerbs, walls or other places not accessible to the roller, the mixture shall be

thoroughly compacted with mechanical tampers or a plate compactor. Skin patching of an

area without scarifying the surface to permit proper bonding of the added material shall not

Rolling should not be done when the sub-grade is soft or yielding or when it causes a

motion in the sub-base/base course or sub-grade. If irregularities develop during rolling

which exceed 12 mm when tested with a 3 m straight edge, the surface should be loosened

and premixed material added or removed as required before rolling again so as to achieve

a uniform surface conforming to the desired grade and crossfall. In no case shall the use of

unmixed material be permitted to make up the depressions.

Rolling shall be continued till the density achieved is at lNorth 98 percent of the maximum

density for the material as determined by the method outlined in IS:2720 (Part-8).

After completion, the surface of any finished layer shall be well-closed, free from movement

under compaction equipment or any compaction planes, ridges, cracks and loose material.

All loose, segregated or otherwise defective areas shall be made good to the full thickness

ofthe layer and recompacted.

406.3.6 Setting and Drying

After final compaction of wet mix macadam course, the road shall be allowed to dry for

406.4 Opening to Traffic

No vehicular traffic shall be allowed on the finished wet mix macadam surface. Construction

equipment may be allowed with the approval of the Engineer.

406.5 Surface Finish and Quality Control of Work

406.5.1 Surface Evenness

The surface finish of construction shall conform to the requirements of Clause

406.5.2 Quality Control

Control on the quality of materials and works shall be exercised by the Engineer in

406.6 Rectification of Surface Irregularity

Where the surface irregularity of the wet mix macadam course exceeds the permissible

tolerances or where the course is otherwise defective due to sub-grade soil getting mixed

with the aggregates, the full thickness of the layer shall be scarified over the affected area,

re-shaped with added premixed material or removed and replaced with fresh premixed

material as applicable and recompacted in accordance with Clause 406.3. The area treated

in the aforesaid manner shall not be less than 5 m long and 2 m wide. In no case shall

Sr.no. Test Frequency(Minimum)

1 Aggregate impact value One test per 1000m3 of aggregate

2 Grading of Aggregate One test per 200 m3 of aggregate

3 Combined Flakiness and One test per 500 m3 of aggregate

elongation index

4 Atterberg limits of One test per 200 m3 of aggregate

portion of aggregate

passing 425 micron

5 Density of compacted One set of three test per

depressions be filled up with unmixed and ungraded material or fines.

406.7 Arrangement for Traffic

During the period of construction, arrangements for traffic shall be done as per Clause

406.8 Measurements for Payment

Wet mix macadam shall be measured as finished work in position in cubic metres.

The Contract unit rate for wet mix macadam shall be payment in full for carrying out the

required operations including full compensation for all components listed in Clause

Testing Frequency :-

This item should be carrying out as per the specifications of Morth (5th revision).

Wet mix macadam mechanically laid with Tractor dozer

તેવા wearing layer વાળા સરરાશ ૬% વ ુ Water Absorption ન હોય . લંબાઇ તથા પહળાઇમાં +-

(M-40) ેડના લાવવાના રહશે. Conforming to IS-15658:2006

૬૦.૦ મી.મી ડાઇના M 40 ેડના ડ ઝાઇનના વાપરવાના રહશે.CONFORMING IS. ની

કો ેશીવ થ નીચે જણા યા ુ બની રહશે. (AS PER DOC: CED)6064/ November 2003 of

Bureau of Indian Standards.

d. Compressive Strength requirements of concrete paver blocks.

e. (Clauses 6.2.5.2 and 9.1.4 of Ref.Doc.)

Sr.NO Grade of Paver Minimum Average 28 days Minimum Compressive

Block Compressive Strength Strength of Individiual

(N/mm2) Paver Block (N/mm2)

l. ૭) ટ ટ ગની કાયવાહ દર ૨૫૦૦૦ નંગ પેવર લોક ૧ ટ ટ (૩ નંગ) માણે કરવાની રહશે. (AS PER

DOC: CEDS (6064) NOVEMBER-2003 Of Bureau of Indian Standards Clause 8.2 & 8.5)

ેડના ડ ઝાઇનના બનાવવાના રહશે. ની કો ેશીવ થ નીચે જણા યા ુ બની રહશે. (AS PER

DOC: CED)6064/ November 2003 of Bureau of Indian Standards.

Compressive Strength requirements of concrete paver blocks.

(Clauses 6.2.5.2 and 9.1.4 of Ref.Doc.)

Sr.NO Grade of Paver Minimum Average 28 days Minimum Compressive

Block Compressive Strength Strength of Individiual

(N/mm2) Paver Block (N/mm2)

૭) ટ ટ ગની કાયવાહ દર ૨૫૦૦૦ નંગ પેવર લોક ૧ ટ ટ (૩ નંગ) માણે કરવાની રહશે. (AS PER

DOC: CEDS (6064) NOVEMBER-2003 Of Bureau of Indian Standards Clause 8.2 & 8.5)

તેવા wearing layer વાળા સરરાશ ૬% વ ુ Water Absorption ન હોય . લંબાઇ તથા પહળાઇમાં +-

(M-45) ેડના લાવવાના રહશે. Conforming to IS-15658:2006

૮૦.૦ મી.મી ડાઇના M 45 ેડના ડ ઝાઇનના વાપરવાના રહશે.CONFORMING IS. ની

કો ેશીવ થ નીચે જણા યા ુ બની રહશે. (AS PER DOC: CED)6064/ November 2003 of

Bureau of Indian Standards.

d. Compressive Strength requirements of concrete paver blocks.

e. (Clauses 6.2.5.2 and 9.1.4 of Ref.Doc.)

Sr.NO Grade of Paver Minimum Average 28 days Minimum Compressive

Block Compressive Strength Strength of Individiual

(N/mm2) Paver Block (N/mm2)

l. ૭) ટ ટ ગની કાયવાહ દર ૨૫૦૦૦ નંગ પેવર લોક ૧ ટ ટ (૩ નંગ) માણે કરવાની રહશે. (AS PER

DOC: CEDS (6064) NOVEMBER-2003 Of Bureau of Indian Standards Clause 8.2 & 8.5)

ેડના ડ ઝાઇનના બનાવવાના રહશે. ની કો ેશીવ થ નીચે જણા યા ુ બની રહશે. (AS PER

DOC: CED)6064/ November 2003 of Bureau of Indian Standards.

Compressive Strength requirements of concrete paver blocks.

(Clauses 6.2.5.2 and 9.1.4 of Ref.Doc.)

Sr.NO Grade of Paver Minimum Average 28 days Minimum Compressive

Block Compressive Strength Strength of Individiual

(N/mm ) Paver Block (N/mm2)

૭) ટ ટ ગની કાયવાહ દર ૨૫૦૦૦ નંગ પેવર લોક ૧ ટ ટ (૩ નંગ) માણે કરવાની રહશે. (AS PER

CEDS (6064) NOVEMBER-2003 Of Bureau of Indian Standards Clause 8.2 & 8.5)

૮) Material Shoule be confirmed IS 15658 manufactured must have ISI

આયટમ નંબર ૨૧ :- Extra Over item -21 for Finishing with a floating of neat cement slurry.

Item No : 23. Providing and fixing precast concrete curb stone of grey cement based concrete

block 30 cm length, 30 cm height and 15 cm thick of M250 grade concrete as per approved

designed and including excavation for fixing in proper line and levelled, filling the joint with C.M.

1:3 (1 cement:3 fine sand etc. complete. ( R & B SOR 2024-25, Page No -130 ,It code-14032,

The contractor shall provide 200 mm dia PVC pipes (pressure capacity: 6 kg/sq.cm) fix the

same according to requirement during work as per the instruction of engineer-

in- charge. Make shall be FINOLEX, SUPREME, POLYSIN,PRINCE and Vmc Approved

make only. The rate shall be per Running Meter. The contractor shall fix all

necessary inserts in the Work for support of hangers for pipes and cables, ceiling

clamps for lights and fans or for ducts, etc. If any of the inserts are to be

supplied by other agencies, no extra payment will be made to the Contractor

for placing the inserts in positions.

ITEM : 26. MS grating

MS grating shall be provided as shown in the drawing And Instruction by Engineer

Inchaarge. using structural steel under the provision of IS : 800. The grating shall be

fully welded and no tack welding shall be permitted. The rate shall be per Quintal

Item No : 27. Providing, Supplying of heavy duty drainage line manhole cover and frame

(capacity 35 MT) as per instruction and specification. (The Contractor must handover

the old existing manhole cover to central store department of VM C.) (central store

approved rate) .

Manufacture and supply SFRC storm water grate with frame square in shape

shall be made from M-30 grade concrete as per our drawing and

specifications .( IS: 12592/2002 with load capacity of 35.00 MT).

 Frame over all opening :- 600 mm x 600 mm

 Frame over all size :- 900 mm x 900 mm

 Frame thickness :- 165 mm

 Grating over all size :- 730 mm x 730 mm at bottom level

740 x 740 mm at top level

 Holes :- it has 16 numbers (4x4) of holes with size of 75 mm x

 M.S. flat of size 90 x 2 mm is welded to all side of grating and all four sides of

frame shall be welded by flat of 25 x 3 mm size.

The supplier has to given a testing report of DGS & D / RITES / CEIL for 3% of ordered

quantity. Charges of inspection must be bared by the supplier.

Item No : 30 Providing crane on site as per given necessity and direction given by Engineer-In

Item No 31 Providing and fixing in position redymade Water Drain channel ( 600 x 300 x

100) of M250 grade of concrete including all labour and material charge as per

instruction of engineer in charge.

ITEM no 32 :RCC work in proportion M-250 / M-200 / M-150

All major RCC work shall be carried out in RMC as per the latest amendment of IS-456. No

water proofing chemical/compound shall be used for any kind of RCC works. The details of

cement, sand, gravel for casting column footing, column, beam, slab, lintel, coping, wall,

etc., as specified earlier. The cement, sand and gravel shall be actually measured and

mixed in the mixer machine to make uniform consistent concrete and this concrete shall only be

Curing shall be compulsorily done for 28days otherwise the contractor shall be penalized.

Whenever concrete is required to be mixed manually the same shall be mixed on the concrete /

steel platform using 10% more cement, which shall not be paid extra. When the concrete is to

be manually mixed, it shall be thoroughly mixed twice before the water is added and twice after

the water is added and when the concrete is of uniform color then only it can be used. The

concrete shall be shifted and poured within 20 minutes after addition of water and the concrete

left at the end of the day shall not be allowed to be used in the next day. The form work for the

cement concrete work shall be strong and of very good quality. Oil shall be applied on it before

the concreting. The item shall include the rate of providing form work, centering nails, labour

for removing form work, etc., and no separate charge shall be paid for it.The form work once

used shall be properly cleaned using wire brush and grease or oil shall be applied on it. The

centering and form work shall have to be got approved from the executive engineer and the

centering shall be supported on double tier. The form work shall be kept in position for 4 days

for column, 4 days for slab and 22 days for beam and lintel bottom. In case of exposed concrete

form work as recommended by the architect or form work from good quality plywood shall be

used. Loft of any thickness shall be provided as shown in the RCC design and drawing.

Reinforcement steel shall be provided as shown in the design and drawing and the same shall

be got approved from the executive engineer. Care shall be taken during concreting so

that the concrete can be placed all around the reinforcement and proper compaction shall be

carried out using vibrator.

The concrete thus cast shall be watered at lNorth 3 times a day to keep it wet all throughout the

day and shall be cured for 28 days otherwise the contractor shall be penalized. The surface

continuously exposed to the sun shall be provided with cement plaster and white wash or color

wash in 3 coats. Cube testing shall be done as per IS specifications and one copy of the testing

certificate shall be submitted to VMC, PMC, TPI each.

Applicable provisions of Conditions of Contract shall govern work under this section. All concrete

work, plain or reinforced shall be carried out strictly with this specification and any working

drawing or instructions given from time to time to the Contractor. The Contractor's rates shall

allow for wastage in all materials as well as for all tests of materials and for concrete.No concrete

shall be cast in the absence of the Executive Engineer's representative or any other person duly

authorized by him. The Contractor's Engineer shall personally check that both the formwork and

reinforcement have been correctly placed and fixed, and shall satisfy himself that all working

preparatory to the casting is completely ready, before calling the Executive Engineer's

representative for final inspection and approval for which purpose at lNorth 24 hours notice shall

be given by the Contractor.

The Indian Standards wherever referred to herein shall be the latest edition of such standards.

Cement shall confirm to IS : 269 Cement Tests shall have to be carried out at Contractor's

expense as and when directed.

The fine and coarse aggregates shall confirm IS : 383 and shall meet prior approval of the Executive

Engineer [SWD ].

The Tor steel reinforcement shall conform to relevant IS .

The reinforcement shall be bend to the shapes shown on the drawings prior to placing and all bars

must be bend bold. The steel shall be placed in such a way that, it is rigidly held in position while

concrete is being cast. The correct clearance from the form shall be maintained by either

precast mortar blocks or by metal supporting chairs to be supplied by the contractor free of

cost. The intersections of rods crossing each another shall bound together with soft pliable wire

No. 16 S.W.G. at frequent intervals so that reinforcement will not be displaced in the process of

depositing concrete. The loops of binding

wire should be tightened by pliers.

Concrete Proportioning:

The concrete proportion shall be as indicated on the approved drawings and shall confirm to IS :

456.The minimum cover to main reinforcement shall be 25mm or the diameter of the bar

whichever is greater, or as specified in the drawings. In case of surfaces exposed to corrosive

action of sewage as in sumps, the cover shall be increased up to 55mm as directed. Type of

joints, spacing of joints, use of all jointing materials and other features pertaining to the

provision of movement joints in liquid retaining structures shall be got approved prior to the

commencement of construction. All reinforced concrete work shall be thoroughly and efficiently

vibrated during laying by use of vibrators. For liquid retaining structures, whose external surfaces

are exposed, the same shall be deemed to be satisfactorily watertight if the external faces show

no signs of leakage and remain apparently dry over the period of observation of 7 days. After

allowing a period of 7 days, for absorption after filling, Covered tank where all faces are not

accessible for inspection, shall be kept filled with water for 7 days and thereafter, the drop of

water over the next 7 days shall not exceed totally a depth of 12.5mm. Approved corrective

measures, if necessary, shall be undertaken by the Contractor at his own expense.

All concreting work shall be carried out according to the IS:456, Indian Standard Code of Practice

for Plain and Reinforced Concrete for General Building construction. It should, however, be noted

that for over 20 cum of concrete placed or for every one day's work a minimum of 6[Six] cubes

shall be cast for test purposes and tested at the contractor's expense in an approved laboratory.

The form work shall conform to IS:456.

The Concrete shall be cured according to IS:456 or as directed.

Concrete Finish

The Concrete surface on removal of form work shall be such that no finishing is necessary, if

however, the surface is not satisfactory, the contractor shall, if so instructed, remove unwanted

projecting parts by chipping and smoothen the surface with cement rendering at his own

Construction Joints

These shall be in accordance with IS:456 or as shown on the approved drawings. The centering for

forming, the construction joint shall be firmly fixed and adequately slotted for reinforcement

extending beyond the joint. If any concrete flows past this stop, it shall be backed off as soon as

the concrete has set. Care shall be taken not to disturb the reinforcing steel in casting the second

half of a member with a construction joint and thereby crack the concrete previously placed.

The joint shall be of the 'rebated' or 'keyed' type, inclined 'feather' or 'straight joint' shall not be

permitted. The joints/ Water Stops shall be got approved by the Engineer-in-charge before their

placement in to the structure. Water stop as per requirement shall be provided. Supply of

180mm size Dum Belled type PVC water shall be separate item and shall be paid running meter

Expansion Joints

Expansion joints shall be provided at positions shown in the approved drawing or as directed and shall

comply strictly with the details shown on construction drawings. Reinforcement shall not extend

across any expansion joint and the break between the two sections MUST be complete. Unless

otherwise specified, the gap shall be filled with an elastic joint consisting of the following ingredients

( by weight ), pre heated to a temperature of 190ºC ( 375ºF ).

a) Very fine sand - 60%

b) Hot Bitumen Emulsion - 33%

c) Cement - 7.5%

d) Fine Chipped Hemp - 2%

Contractor's Supervision

The contractor shall provide constant and strict supervision of all the items of construction during

progress of work, including the proportioning and mixing of the concrete and bending and

placing of reinforcement. Before any important operation such as concrete or striping of form work

has begun, adequate notice shall be given.

જણા યા ુ બની રહશે. (AS PER DOC: CED)6064/ November 2003 of Bureau of Indian

Compressive Strength requirements of concrete paver blocks.

(Clauses 6.2.5.2 and 9.1.4 of Ref.Doc.)

Sr.NO Grade of Paver Minimum Average 28 days Minimum Compressive

Block Compressive Strength Strength of Individiual

(N/mm2) Paver Block (N/mm2)

૭) ટ ટ ગની કાયવાહ દર ૨૫૦૦૦ નંગ પેવર લોક ૧ ટ ટ (૩ નંગ) માણે કરવાની રહશે. (AS PER

DOC: CEDS (6064) NOVEMBER-2003 Of Bureau of Indian Standards Clause 8.2 & 8.5)

૮ ) Material Shoule be confirmed IS 15658 manufactured must have ISI.

તેવા wearing layer વાળા સરરાશ ૬% વ ુ Water Absorption ન હોય . લંબાઇ તથા પહોળાઇમાં +-

(M-૨૫) ેડના લાવવાના રહશે. Conforming to IS-15658:2006.

રહશે.CONFORMING IS. ની કો ેશીવ થ નીચે જણા યા ુ બની રહશે. (AS PER DOC:

CED) 6064/ November 2003 of Bureau of Indian Standards.

m. Compressive Strength requirements of concrete paver blocks.

n. (Clauses 6.2.5.2 and 9.1.4 of Ref.Doc.)

Sr.NO Grade of Paver Minimum Average 28 days Minimum Compressive

Block Compressive Strength Strength of Individiual

(N/mm2) Paver Block (N/mm2)

૭) ટ ટ ગની કાયવાહ દર ૨૫૦૦૦ નંગ પેવર લોક ૧ ટ ટ (૩ નંગ) માણે કરવાની રહશે. (AS PER

DOC: CEDS (6064) NOVEMBER-2003 Of Bureau of Indian Standards Clause 8.2 & 8.5)

8 ) Material Shoule be confirmed IS 15658 manufactured must have ISI

Demolition of brick work and stone masonry including stacking of serviceble materials and

disposal of unserviceble materials with all lead and lift (ii) In cement mortar.

Casting in situ cement concrete curbing M-20 grade

This work shall consists of constructing cement concrete curb on the road in conformity with

the lines,levels and dimensions as specified in the drawings.

Kerb shall be provided in cement concrete of Grade M-200. these shall be cast in situ

construction with suitable kerb casting machine in all situations except at locations where

contionous casting with equipment is not practicable. In those situations, precast concrete

blocks shall be used.

Construction operations:-

Kerb shall be laid on firm foundations of minimum 150mm thk of cement concrete of M200

grade cast in situ or on extended width of pavement.

The foundatiom shall have a projection of 50 mm beyond the kerb stone.before laying the

foundation of lean concrete the base shall be leveled and slihhtely watered to make it

damp. In the medium portions in the straight reaches the kerb shall be cast in continous

lengths. In the portions where foothpath is provided and or the slope of he carriageway is

towards median (as in case of super elevated portions) there shall be sufficient gap/recess

left in the kerb to facilites drainge openings.

After laying the kerb and just prior to hardening of the concrete, saw cut grooves shall be

provided at 5 m intervals or as specified by the Engineer. Kerb on the drainge ends such as

along the foothpath or the median in super elevated portions, shall be cast with monolithic

concrete as indicated in drawings. Th eslope of the chanel towards drainge pipe shall be

ensured for sufficient driange of the road surface. Vertical and hz to learn with respect to

true line and level shall be 1:6 mm.

Measurment for payment

Cement concrete kerb shall be measured in cubic meter for the complete item of work.

Foundation of central verge, where separately provided shall be measured in cubic meter

for completion of work.

The contract unit rates for cement concrete kerb and foundations for kerb shall be payment

in full compensation for furnishing all materials labour, tools,equipments for construction

and other incidental cost necessary to complete the work.

Aggregates used for concrete shall consist of naturally occurring stones (crushed or

uncrushed) and sand.