Construction of road work from chaani ravi shikhar to sokhada garanala via chaayapuri Railway station.(ward no-1) (Re-invite)

Name of work :- Construction of road work from

chaani ravi shikhar to sokhada

garanala via chaayapuri Railway

station.(ward no-1) (Re-invite)

THE EXECUTIVE ENGINEER,

VADODARA MUNICIPAL CORPORATION

Name of work :- Construction of road work from chaani

ravi shikhar to sokhada garanala via

chaayapuri Railway station.(ward no-1)

Sr. No. Particulars Page No.

Instruction to Tender

Volume I General Condition of Contract

PREQUALIFICATION Special Condtion of Contract

BID Technical Specification

Annexure A TO D

Sr.No Contents Page No.

PRICE BID Abstract Of Estimate

PRE-QUALIFICATION-BID

Name of work :- Construction of road work from chaani

ravi shikhar to sokhada garanala via

chaayapuri Railway station.(ward no-1)

ડોક્યુમન્ે ટની સોફ્ટ કોપી દ્વારા જ ઓનલાઇન ફક્ત ઇ-ટે ન્ડરીંગ પધ્ર્વતથી www.nprocure.com વેબસાઇટ પરથી ટે ન્ડર

Tender Issue of Tender Last Date for

P.R.O receipt of

No Department Details Tender

Start Date End Date Document by

Construction of road work from

chaani ravi shikhar to sokhada

Executive Engineer garanala via chaayapuri Railway 29-06-26 13-07-26 15-07-26

(Road Project) station.(Ad ward no-1)

કામ કરી શકશે. અથવા R & B ડડપાટડ મેન્ટનું (Road, Bridge & Building) ની Special

Category- III કે ટેગરીનું અથવા સરકારી/ અધડ સરકારી સુંસ્થામાું સમકક્ષ રજીસ્ટરે શન ધરાવતા

૪.૦ છે લ્લા કરે લ કામની લેબર એકટ હે ઠળ મેળવેલ સટીફીકે ટની પ્રમાણીત નક્લ (TRUE COPY)

૫.૦ પી.એફ.રજી.ની પ્રમાણીત નકલ (TRUE COPY) સામેલ કરવાની રહે શે.અથવા સદર કામે

૬.૦ Technical Eligibility :

The tenderer to be considered technically eligible should have adequate

experience as specified hereunder.

૬.૧ The tenderer should have experience of having successfully completed

similar works during last seven years ending last day of month previous to

the one in which applications are indicated should be either of the

a. Three similar completed work costing not less than the amount equal to

40%,.i.e 95,85,433/- Rs. of the estimated cost Or

b. Two similar completed work costing not less than the amount equal to

50% i.e. 1,19,81,791/- Rs.of the estimated cost

c. One similar completed work costing not less than the amount equal to

80% i.e 1,91,70,866/- Rs. of the estimated cost

૬.૨ Regarding experience of similar nature of work bidders must have to submit the

રહે શે.અનભવ માટે કરે લ કામગીરી જે તે કાયડપાલક ઇજનેર શ્રી “Amount of work done “

અુંગેનું પ્રમાણપત્ર અથવા કુંપ્લીશન પ્રમાણપત્ર (F orm- 3A) માન્ય કરવામાું આવશે.

Details should be given As in below mention Table With S temp and S ignature of

૭.૦ Financial Eligibility :

 Bid Capacity : The bidding capacity of the contractor should be equal to or more than the

estimated cost of the work put to Tender. The bidding capacity shall be worked out by the

following formula :

 Bidding Capacity = [ A x N x 2] – B

 Where, A = Maximum value of construction works executed in any one year during the last

 N = Number of years prescribed for completion of work for which bids have been invited.

 B = Value of existing commitments and ongoing works to be completed during the period of

completion of work for which bids have been invite.

Escalation Factor:-

Following enhancement factor will be applied to annual turnover, completion cost of work to

bring them to the base year. The current financial year in which bid is invited shall be

considered as the base year.

સાથેનું MOU આપવાન રહે શે અને આ ક્વોરીને ખનીજ ખાતાનું Valid પ્રમાણ પત્ર આપ્યું

હોય તેવી નક્લ. (TRUE COPY) અને ક્વોરી અુંગે R &B મેકેનીકલ શાખાનું H.S .I.સડટડ .નું

વેલીડ પ્રમાણ પત્ર રજ કરવું. (TRUE COPY).

૯. Bank solvency certificateofall nationalized banks including banks specified in

Annexure shall be minimum 20% of tender amount.

ઇજારદારે એફીડે વીટતથા માવલક સાથેનું MOU આપવાન રહે શે.

મલ્યાુંકન કરવામાું આવશે. ટે ન્ડર ખલ્યા બાદ મળ Qualification ના ડોક્યમેન્ટ હશે અને

૧૬. ભારત સરકાર દ્વારા સમગ્ર અથડતુંત્રને C ashless અને digital Transaction આધારીત

C ashless પધ્ધવતથી બેંક ખાતામાું ચકવવાની રહે શે. સદર નો અમલ તા.૨૫-૧૨-

પ્રી-કવોિીફીકે શન સાથે Compulsory સામેિ રાખવાપાત્ર દસ્તાવેજો-પત્રોની

ડડપાટડ મેન્ટનું S pecial C ategory- III

(R oad, Bridged& Building) ની

૦૬. Technical Eligibility :ઈજારદાર કરે લ મદા નું ૦૬ મજબ

૦૭. Financial Eligibility મદા ન ૦૭ મજબ

એગ્રીમેન્ટ/એફીડે વીટ/MOU રજ કરવાની યાદી

નકકી થશે અને ઇજારદારનુાં ભાવપત્ર Qualify કરવામાાં આવશે નહી.

કકસ્સામાાં જો કોઇ વધુ ચકાસણી માટે Reference ની જરૂરીયાત જણાય તો તેવા સાંજોગોમાાં

(Reference) જરૂરીયાત પ્રમાણેના સાંબાંલધત દસ્તાવેજી પુરાવા ઈજારદાર પાસે વડોદરા

 નવીન રસ્તો કાચો પાકો કરી પીસીસી (૧:૩:૬) કરી એમ-૪૦ ગ્રેડ કોંક્રીટથી RCC Road કરવાનું કામ.

કે બલ ચેમબર વવગેરેની વવગતો દશાડવતા તથા મશીનહોલ તથા વરસાદી ગટર કે ચપીટના GPS co-

ordinates દશાડવત ડર ોઇંગ સોફ્ટ કોપી તથા હાડડ કોપીમાું રજૂ કરવાન રહે શે.

રીસ્ટૉરે શન પૈકી કાચો પાકો ડદન-૦૭ માું કરી રસ્તોMotorable કરવાનો રહે શે. સદર રીસ્ટોરે શનની

પડરવસ્થવતએ ઇજારદારના અન્ય કોઇપણ VMC ના કામો પેટે બીલમાુંથી કપાત કરવામાું આવશે. જે

APPENDIX (Scope of work )

Indicative List of minimum Plant & Equipment to be Deployed on Contract Work

Sr. Type of Equipment Nos.

1 Tipper Trucks

4 Front end Loader

5 Smooth Wheeled Roller

6 Vibratory Roller

10 Water Tanker

11 Bitumen Sprayer -

12 Pnumatic TyreRoller -

13 Concrete batching plant

14 Mechanical Broom Hydraulic -

15 Motor Grader

16 Tractor Dozzer -

17 Baby (Small ) Roller

Plant/Site Laboratory: Contractor

shall have to provide site labouratory

at his won expenses to carry out field

test. For this purpose laboratory

building having 25 sq.mt.shall be

constructed by the contractor which

shall have necessary facility of

light,water etc.

In the absence of any equipment as

per test requirements of section 900 of

Most specification the same shall be

provided by the contractor at any time

as directed by the Engineer.No extra

payment shall be made to the

NOTE: Above indicative list of minimum machinery shall be modified in

accordance with requirement of work on case to case basis.

1. જયારે કોઇ પણ મુંડળ તરફથી ભાવપત્રક (Tender) ભરવામાું આવે ત્યારે તે મુંડળના દરે ક

આપવામાું આવવાનો હોય તો તે નકશા કામ કરવાની વવગતો (Specification) વવગેરેની

વડોદરા મહાનગરપાવલકામાું ટે ન્ડરો ભરવા માટે પ્રવતબુંવધત )Abeyance.કરવાના રહે શે (

છે તે પ્રમાણે ન ગણતા માત્ર છે વટ હહસાબની િરતે આ થઇ છે . (Payment on Account)એ પ્રમાણે ગણવામાં

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

બંર્નકતાધ ગણાિે. કરારના બહારની રકમનુ ં વર્ારાનુ ં કામ પ્રમાણભુત ભાવપત્ર (Schedule Rates)માં દાખલ

હોય તેટલા ટકા બાદ કરવામાં આવિે અને આવા પ્રમાણભુત ભાવપત્ર માં ટકા રકમõ(Item)દાખલ ન થયેલી

15) જો વડોદરા મહાનગરપાલલકાના બાંર્કામ અવર્કારી ને થયેલ કામ એકમ િરતપત્ર (Specification)પ્રમાણે

કામનુ માપ અગર માલસામાનનુ ં માપ લેવા વજન કરવા અગર કામના આલેખને(Linecut) કરવામાં જે

તેમજ અત્રેથી વનયુક્તકરે લ TPI ની સાક્ષીમા કરાવી લેવાની જવાબદારી ઇજારદારની રહેિે. ઇજારદાર જે

33)ઇજારદારે કોન્રાકટ ઓલ રીસ્ક પોલીસી (CAR Policy)ઉતારવાની રહેિે જેમાં નીચેના મુદ્દાનો સમાવેિ કરવાનો

ઇજારદારને કાળી યાદીમાું મકી શકશે/TERMINATE કરી શકશે.•કાળી યાદીમાું મકીને સરકારશ્રી અધડ

૪૨) કોન્રાકટરે GST વસવાયના ભાવો ભરવાના રહેિે. આ કામ અથે ઇજારદારને GST ની રકમ અલાયદા

૪૩) ઇજારદારે કામના સ્થળે Moving ટર ાફીક તેમજ રાહદારીઓની સલામતી માટે જરૂરી તમામ સુંબુંવધત

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 site of work.

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 accepted.

5. The VADODARA MUNICIPAL CORPORATION shall have the right

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

such rejection.

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

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 for each item 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

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

document. No 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

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

shall be corrected.

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 permissible.

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

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 of contract.

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

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

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 losouth 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 contractor.

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

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 his behalf.

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

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

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 engineer.

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

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

issued by the City Engineer, when the works have been completed

to his satisfaction.

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

provided 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 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

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 contractor.

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

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

contractor 10 days notice in writing and the contractor shall have no

claim for compensation for any loss sustained by him owing to such

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

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

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

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

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

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

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 CORPORATION.

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 qualified.

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

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

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

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

risk of any part of a suspended load becoming accidentally

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

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 contract.

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 contract.

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 thereof.

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

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

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 additions.

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

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

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

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

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 lSouth 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 THE WORK

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

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

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

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, 1949. 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 contractor.

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

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 samples.

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 admissible.

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 contractor.

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 by contractor.

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

(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

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

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

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

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 supply.

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

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

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 Engineer.

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

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 tenderer.

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

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. at site.

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

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

as 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 clause.

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

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

કાચો રસ્તો પાકો, પીસીસી અને એમ-૪૦ ગ્રેડ કોંક્રીટ(RCC Road) કરવાના કામની

૦૧.રસ્તાના આ કામોમાું કાચા રસ્તા પાકા કરવા તથા પીસીસી અને એમ-૪૦ ગ્રેડ કોંડક્રટ (RCC

Road) તથા વરસાદી ગટરની કામગીરી માટે ૫ ( પાુંચ) વર્ડની મદત માટે કામની રકમ ના ૫ %

WAPCOS / G.E.R.I. વવગેરે માથી કોઇપણ સુંસ્થા દ્વારા કરે લ કામન થડડ પાટી ઇન્સપેકશન

VADODARA MUNICIPAL CORPORATION

TECHNICAL SPECIFICATION

(As per M.O.R.T.H./5th revision,Jan -2013 Table 400-9.)

Grading Size Range IS Sieve Per cent by

No. Designation weight

(As per M.O.R.T.H/5th revison, Jan -2013 Table 400-8)

Test Test Method Requirements

1. Los Angeles*** IS: 2386 (Part-4) 40 Per cent (Max)

Aggregate IS: 2386 (Part-4) 30 Per cent (Max)

Impact Value or

Flakiness and IS:

Elongation (Part-I) 35 Per cent (Max)

Indices (Total)

 * Aggregates which gets soften in

presence of water shall be tested for impact value under wed condition

accordance with IS

 ** The requirement of flakiness index

and elongation index shall be enforced only in the case of crushed broken

stone and crushed slag

 *** In case water bound macadam is

used for sub base, the requirement in respect of log angeles value and

aggregate impact value shall be relaxed to 50 % and 40 % maximum

(As per M.O.R.T.H/5th revision, Jan -2013 Table 400-9)

IS Sieve Cumulative per cent by weight of total aggregate

Designation (mm) Passing

Coarse Aggregate

(As per M.O.R.T.H/5th revision Jan -2013 Table 500-3)

Test Test Method Requirements

1. Los Angeles IS: 2386 40 Per cent (Max)

Abrasion Value (Part-4)

Aggregate IS: 2386 30 Per cent

Impact Value (Part-4) or (Max)

Flakiness and IS: 2386 35 Per cent (Max)

Elongation (Part-I)

Indices (Total)

 * Aggregates which gets soften in

presence of water shall be tested for impact value under wed condition

accordance with IS

 ** The requirement of flakiness index and

elongation index shall be enforced only in the case of crushed broken stone and

 *** In case water bound macadam is used

for sub base, the requirement in respect of log angeles value and aggregate

impact value shall be relaxed to 50 % and 40 % maximum respectively.

(અ) ગ્રેડીંગ :- (As per I.S. 2386, I.S. 383)

IS Sieve Per cent by weight

Designation Passing.

એલાવલસીસ નીચે મજબનું રહે શે. Testing ની Frequency કામના ઇજનેર ઇન ચાજડની સચના

(As per M.O.R.T.H/5th revision Jan-13 page. No. 443 Table 1000-2)

IS Sieve Size Per cent by Weight Passing the Sleve

600 micron 35-59

300 micron 8-30

150 micron. 0-10

આયટમ નાંબર :૩ : GSB મટીરીયિ સ્થળ પર િાવી િાઇન િેવિ કે મ્બરમાાં પાથરી

લાવવાનું રહે શે જેના રોયલ્ટી પાસ રજ કરવાના રહે શે. જેની CBR Value ૩૦ થી ઓછી હોવી ન

જોઇએ.GSB મટીરીયલ અત્રેની સચના મજબ લાઇન લેવલ તથા કે મ્બરમાું પાથરી આપવાનું

Grading for Granular Sub- Base Material ( As per Morth 5 th revision jan -

13 Table 400-1)

IS Sieve Designation (M.M) Percent by weight Passing the IS

GSB મટીરીયલ અત્રેથી પાસ કરાવીને જ વાપરવાનું રહે શે.

GSB મટીરીયલનું અત્રેથી સચવ્યા મજબ ટે સ્ટીંગ કરાવી આપવાનું રહે શે.

GSB મટીરીયિ પર જરૂરી રોિીંગવોટરીંગ કરી આપવાના કામનુાં સ્પેશીકફકે શન:-

GSB મટીરીયલ પર અત્રેથી સચવ્યા મજબ વોટરીંગ કરી ૮-૧૦ ટન વજનના વાઇબ્રેટર

રોલરથી રોલીંગ કરી આપવાનું રહે શે.વસુંગલ લેયરમાું ૨૦૦ મી.મી સધીની જાડાઇના GSB

મટીરીયલ ઉપર રોલીંગ કરવાનું રહે શે. જો GSB ની જાડાઇ (Thickness ) ૨૦૦ મીમી થી

Providing and Laying Plain Cement Concrete

Good quality of cement, sand, gravel, shall be supplied for the work of plain cement concrete

1:2:4 / 1:3:6 / 1:4:8. The sand and the gravel shall be actually measured and mixed with cement in

the mixture machine to make uniform consistent concrete and this concrete shall only be used.

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 left unused for more than 20 minutes will not be allowed to be use. 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 concrete work

shall be kept wet by watering at least 3 times a day and cured for 15 days. The entire work shall be

carried out using good quality material and form work and employing skilled masons. The rate shall

be per cubic meter of concrete.

Specification for RCC Road with trimix .

This work shall consist of furnishing and placing cement concrete M- 400 for trimix road

surface flooring of the shape and dimensions shown on the drawings and conforming to

these Specifications or as approved by the Engineer in charge.

Prior to the start construction the contractor shall design the mix and submit to the Engineer

in charge for approval the proportions of materials including admixtures to be used water

reducing admixtures ( Including plasticizers or super plasticizers ) may be used at the

contractors option subject to the approval of Engineer in charge Other types of admixtures

shall be prohibited unless specifically permitted by the Engineer in charge

Weigh Batch Machine of appropriate capacity shall be used continuously during the

entire process of execution of this item

In the designation of a concrete mix, letter "M" refers to the mix and the number the

specified 28 days works cube compressive strength of that mix on 150 mm. cubes

expressed in kg./cm2

1.1 Water shall not be salty brackish and shall be clean reasonably clear and free objectionable

quantities of silt and traces of oil j\injurious alkalis salts organic matter and other

deleterious material which will either weaken the mortar of concrete or cause

efflorescence or attack the steel in R C C container for transport storage and huddling of

water shall be clean, Water shall confirm to the standard specified in I S 455 -1978

1.2 If required by the Engineer in charge it shall be tested by comparison with distilled water

compression shall be made by means of standard cement tests for soundness time of

setting and mortar strength as specified in I S 269-1976 Any indication of unsoundness

charge in time of setting by 30 minutes or more or decrease of more than 10 percent

strength of mortar prepared with distilled water sample when compared with the result

obtained with mortar prepared with distilled water shall be sufficient cause for rejection of

water under test.

1.3 Water for curing mortar concrete or masonry should not be too acidic or too alkaline

1.4 It shall be free of elements which significantly affect the hydration reaction or otherwise

interface with the hardening of mortar or concrete during curing or those which produce

objectionable stains or other unsightly deposits on concrete or mortar surfaces

1.5 Hard and bitter water shall not be used for curing

1.6 Potable water will generally found suitable for curing mortar or concrete

2.1 Cement shall be ordinary Portland cement (OPC) confirming to IS: 12269(Latest edition)

2.2 Cement shall be stored above the ground level in perfectly dry and water tight sheds.

Wherever bulk storage containers are used, their capacity should be sufficient to cater to

the requirements at site and should be cleaned at least once every 3 to 4 months. The

aggregate shall be stored in such a way as to prevent admixture of foreign materials.

Different size of fine or coarse aggregate shall be stored in separate stock-piles sufficiently

away from the each other to prevent intermixing the materials. Add Polymer synthetic fibre

or equivalent 1kg per cubic meter as per mix design

3.1 Sand shall be natural sand, clean well graded, hard strong durable and gritty particular free

from immures amounts of dust, clay, kankar modules, soft: or flaky particles shall alkali

salts, organic matter, learn mica or other deleterious substance and shall be got approved

from the Engineer-in-charge. The sand shall not contain more than 8 percent of slit as

determined by field test. if necessary the sand.

Coarse Sand: The fineness modules of coarse sand shall not be less than 2.5 and shall

not exceed 3.0. The sieve analysis of coarse sand be as under:

I. S. Sieve Designation % by wt. passing

3.2 Fine Sand: The fineness module shall not exceed 1.0 the sieve analysis of fine sand be as

IS. Sieve Designation % by wt. passing

4.0 STONE COARSE AGGREGATE FOR MIX CONCRETE:

4.1 Coarse aggregate shall be machine crushed stone of black trap and hard, strong, dense,

durable, clean and free from disintegrated pieces, organic and other deleterious matter.

1.2 The aggregate shall be generally be cubical in shape unless special stones of particular

quarries are mentioned. Aggregate shall be machine crushed from the best black trap.

Aggregate shall have no deleterious reaction with cement. The size of the coarse

aggregate for plain cement concrete and ordinary reinforced cement shall generally as per

the table given below

IS Sieve % passing for single sized aggregate of nominal size

IS Sieve % passing for single sized aggregate of nominal size

Note: This percentage may be varied some what by the Engineer-in-charge when considered

necessary containing better and strength of concrete.

4.3 The grading test shall be taken in the beginning and at the change of source of material as

indicated in I.S. 383-1970 and I.S. 456-1978. Aggregate shall be stored separately and

handled in such a manner so as to prevent the intermixing diff aggregate if the aggregate

are covered with dust, they shall be washed with water to make them clean.

4.4 All materials shall be stored as to prevent their deterioration of their quality and fitness for

the work. Any material which has deteriorated or has been damaged or is otherwise

considered defective by the Engineer-in-charge shall not be used in the work. The

aggregate shall be stored in such a way as to prevent admixture of foreign materials.

Different size of fine or coarse aggregate shall be stored in separate stock-piles sufficiently

away from the each other to prevent intermixing the materials.

5.0 WORKMANSHIP

5.1 Prior to the start construction the contractor shall design the mix and submit to the Engineer

in charge for approval the proportions of materials including admixtures to be used water

reducing admixtures Before stating concrete the bed of foundation trenches shall be

cleared of all loose materials leveled watered and rammed as directed.

5.2 Mix shall be used including making c channel 75 mm x 75 mm required to level and slope

and thickness of the concrete road leveling of placed concrete with surface vibrator and

finishing with power floater shall be done Floater and trowel light booming the surface shall

be done Expansions joints shall be cut as directed

5.3 For sub base shall be leveled up prior to start the Trimix concrete.

The channel shall be placed on both side and shall be check by plumb & to spirit level

in true level and longitudinal slope and gradient and camber.

FOR MASS CONCRETE WORK. :

6.1 Dry coarse and fine aggregate and cement shall then be mixed thoroughly by turning over

to get a mixture of uniform colour.

6.2 Enough water shall then be added gradually and the mass turned over till a mix of required

consistency is obtained. The quantity of water shall be just sufficient to produce a dense

concrete of required workability for the purpose.

6.3 The concrete shall be mixed in a mechanical mixer. Mixers which have been out of use for

more than 30 minutes shall be thoroughly cleaned before putting in a new batch. Unless

otherwise agreed to be the Engineer in-charge, the first batch of concrete from the mixer

shall contain only two thirds of normal quantity of coarse aggregate. Mixing plant shall be

thoroughly cleaned before changing from one type of cement to another.

6.4 The method of transporting and placing concrete shall be approved by the Engineer-in

charge. Concrete shall be so transported and placed so that no contamination,

segregations or loss of its constituent material takes place. All form work and

reinforcement contained in it shall be cleaned and made free from standing water, dust,

snow or ice immediately before placing of concrete. No concrete shall be placed in any

part of the structure until the approval of the Engineer-in-charge has been obtained.

6.7 Unless otherwise agreed to by the Engineer-in-charge, concrete shall not be dropped into

place from a height exceeding 2 meters. When chutes are used they shall be kept clean

and used in such a way as to avoid segregation. When concreting has to be resumed on a

surface which has hardened, it shall be roughened, kept clean, thoroughly wetted, and

covered with a 13 mm. thick layer of mortar composed of cement and sand in the same

ratio as in the concrete mix itself. This 13 mm. layer of mortar shall be freshly mixed and

placed immediately before placing of new concrete. Where concrete has not fully

hardened, all laitance shall be removed by scrubbing the wet surface with wire or bristle

brushes, care being taken to avoid dislodgement of any particles of coarse aggregate. The

Surface shall then be thoroughly wetted, all free water removed, and the coated with neat

cement grout. The first layer of concrete to be placed on this surface shall not exceed

mm. in thickness, and shall be well rammed against old work particular attention being

given to corners arid Close spots.

6.8 If concreting is not started within 24 hours of the approval being given, it shall have to be

obtained again from the Engineer-in-charge. Concreting being given, t shall proceed

continuously over the Area between construction joints. Fresh concrete shall not be placed

against concrete which has been in position for more than 30 minutes unless a proper

construction joint is formed. Concrete shall be compacted in its final position within

minutes of its discharge from the mixer unless carried in properly design agitators,

operating continuously, when this time shall be within 2 hours of the addition of cement to

the mix and within 30 minutes of its discharge from the agitator. Except where otherwise

agreed to be the Engineer-in-charge, concrete shall be deposited in horizontal layers to a

compacted depth of not more than 0.4-S-metre when internal vibrators are used and not

exceeding 0.30 meter in all other cases

6.9 In the case of reinforced concrete work workability shall be such that the concrete

surrounds and properly grips all reinforcement. The slump for pavement is maximum

MM and minimum 25 MM.

7.0 Providing and laying 125 micron thick standerd polythene film over entire

8.0 Segregation

8.1 When concreting has to be resumed on a surface which has hardened, it shall be

roughened, swept, clean, thoroughly wetted and covered with a 13 mm. thick layer of

mortar shall be freshly mixed and placed immediately before placing of' new concrete.

Where concrete has not fully hardened, allegiance shall be removed by scrubbing the well

surface with wire or bristle brushes, care : being taken to avoid dislodgement of any

particles of coarse aggregate. The surface shall then be thoroughly wetted, with neat

cement grout. The first layer of concrete to be placed on the Is surface shall not exceed

150mm.in thickness, and shall be well rammed against old work particular attention being

given to corners and close spots.

9.0 Transporting & Placing the Concrete:

9.1 The concrete shall be handed from the place of mixing to the final position in not more than

15 minutes by the method as directed and shall be placed into its final position compacted

and finished within 30 minutes of mixing with water i.e. before the setting commences.

9.2 The concrete shall be laid in required depth.

9.3 All concrete shall be compacted to produce a dense homogeneous mass with the

assistance of vibrators, unless otherwise permitted by the Engineer-in-charge for

exceptional cases, such as concreting under water, where vibrators can not be used

sufficient vibrators in serviceable condition shall be kept at site so that spare equipment is

always available in the event of break downs.

9.4 After Placing

The mechanical vibrator shall be installed on channel and it shall be run in forwarded

direction of concrete placing. The vibrator shall be start and shall be use as per instruction of

Engineer-in-charge.

The water shall be suck by dewaterization equipment by spreading vaccum sheet on

concrete after sufficient vibrator the floating water shall be sufficiently suck from concrete so

that the sufficient strength of concrete shall be achieved.

The mechanical trowel shall be start after dewatering from concrete. The trowel shall be

run in such a way that the required finish top surface of concrete shall be achieved mat finish or

10.1 Immediately after compaction, concrete shall. be protected against harmful effects of

weather, including rain, running water, shocks, vibration, traffic, rapid temperature

charges, frost and driving out process shall be covered with wet jute bags or the similar

absorbent material approved by the Engineer-in-charge soon after the initial set, and shall

be kept continuously wet for a period of not less than 14 days from the date of placement.

Masonry work over the foundation concrete may be started after 48 hours of its laying but

the curing of concrete shall be continued for a minimum period of 14 days.

10.2 After the final set, the concrete shall be kept continuously wet if required by pounding for a

period of not less then 7 days form the date of placement. Hard and bitter water shall not

be used for curing. If curing is not possible by water then curing compound shall be

used as per necessity.

11.0 Mode of Measurement & Payment :

11.1 The payment will be made on Cum. basis of the finished work.

11.2 In reinforced concrete the volume occupied by reinforcement shall not be deducted. The

slab shall be measured as running continuously through and the beam as the portion

below the slab.

11.3 All necessary labour, materials Equipment, etc for sampling, preparing test cubes, curing

etc. shall be provided by the Contractor. Testing of the materials and concrete may be

arranged by the Engineer in charge in an approved laboratory at the cost of the

11.4 The unit rate concrete shall include the cost of all materials, tools and plant required for

mixing, placing in position, compacting, and cost Water recuding concrete ad mixture at

100 ml per bag of cement and making channel 75 mm x 75 mm required to level and

slope and thickness of the concrete road leveling of placed concrete with surface vibrator

and finishing with power floater and trowel light booming the surface and cutting

Expansions joints by machine as directed by The Engineer in charge and finishing as per

direction of the Engineer-in-charge, curing and all other incidental expenses for producing

concrete of specified strength to complete the structure or its components as shown on

the drawings and according to these specifications. They shall also include the cost of

making, fixing and removing of all centering and forms required for the work.

11.5 The concrete shall be measured for its length breadth limiting dimensions to those

specified on plan or as directed.

11.6 The rate shall be for a unit of One Cum.

12.0 The contractor must bring mix design for M25 grade concrete before commencing the

Item No.: ૮ Bitumen Filler Material and Contraction Joint as per direction :

The bitumen shall be paving bitumen of viscocity grade complying with Indian Standard specifications

for ‘paving bitumen’ I.S.: 73:2006.Guidance on the selection of an appropriate grade of bitumen is given

in the manual for construction and supervision of bituminous works.

Providing & Fixing Bitumen filler of 25mm thick as Expansion Joint.& Contraction Joint as per direction

by Engineer In Charge.

High Yield Strength Steel Deformed Bars.

8.1. High yield strength steel deformed bars shall be either cold twisted or rolled and shall conform to

I.S. 1786-1966 and I.S. 1139-1966 respectively. And ISI Mark is compulsory .

 The, Tmt. steel reinforcement to be used in the structures shall be tested according to the

standard specifications and test results shall have to be submitted. The diameters and the

length of the bars shall be according to the design and shall be free from any rust or color on

it. The item includes cutting , bending, binding and tying using binding wires after arranging

as shown in the drawing. The reinforcement shall be got approved from the Engineer in

The rate shall be per Kilogram weight of reinforcement.

The mild steel, Tor steel reinforcement to be used in the structures shall be tested according to the

standard specifications. The diameters and the length of the bars shall be according to the design

and shall be free from any rust or colour on it. The bars shall be cut to sizes, and tied using binding

wires after arranging as shown in the drawing. The reinforcement shall be got approved from the

Engineer in charge.

2 Specification for TMT bars reinforcement

Scope of work :

The scope of work consists of providing and laying mild steel reinforcement and TMT FE-500D

reinforcement for RCC works of various components of the structure. This may be approved

manufacturer branch and confirming to IS – 1786 approved by the Engineer-in-charge. This

includes cuttings, bending, binding, placing, with all equipments and labour required for the work as

directed by the Engineer-in-charge and all operations covered within the intent and purpose of the

Bending of Reinforcement :

Reinforcing steel shall conform accurately to the dimensions shown on relevant drawings and

conforming to the relevant IS codes (latest revision)

Bars shall be bent cold to the specified shape and dimensions or as directed by the Engineer-in-

charge using a proper bar bender, operated by hand or power to attain proper radii of bends.

Bars shall not be bent or strainghened in a manner that will cause injury to the material.

Bars bent during transport or handling shall be straightened before being used on work; they shall not be

heated to facilitate bending.

The bending of the TMT FE-500D bars shall be carried out as per the following :

Sr. No. Operation Size TMT FE-500D

1 Bend Upto 22 mm dia. 3d

Over 22 mm dia. 4d

2 Rebend Upto 10 mm dia. 4d

Over 10 mm dia. 5d

Placing of Reinforcement :

All reinforcing bars shall be accurately placed in the exact position shown on the drawings, and shall be

securely held in position during placing of concrete by annealed binding wire not less than 1 mm. in size and

conforming to IS : 280 and by using stays blocks or metal chairs, spacer, metal hangers, supporting wires or other

approved devices at sufficiently close intervals. Bars will not be allowed to sag between supports nor displaced

during concreting or any other operation over the work. All devices used for positioning shall be of noncorrodible

material. Wooden and metal supports will not extend to the surface of concrete, except where shown on the

drawings, Placing bars on layers of freshly laid concrete as the work progresses for adjusting bar spacing will not

be allowed. Pieces of broken stone, brick or wooden blocks shall not be used. Layers of bars shall be separated by

spacer bars, precast mortar blocks or other approved devices.

Reinforcement after being placed in position shall be maintained in a clean condition untill completely embedded

in concrete. Special care shall be exercised to prevent any displacement of reinforcement in concrete already

To protect reinforcement from corrosion, concrete cover shall be provided as indicated on the drawings. All bars

protruding from concrete to which other bars are to be spliced and which are likely to be exposed for an indefinite

period shall be protected by a thick coat of neat cement grout.

In the case of columns and walls, vertical bars shall be kept in normal position with timber templates having slots

accurately cut in for bar position. Such templates shall be removed after the concreting has progressed upto a level

just below them.

Bars crossing each other, where required, shall be secured by binding wire (annealed) of size not less than 1 mm

and conforming to IS : 280 in such a manner that they do not slip over each other at the time of fixing and

concreting. As far as possible, bars of full length shall be used. In case this is not possible, overlapping of bars shall

be done as directed by the Engineer-in-charge. When practicable, overlapping bars shall not touch each other, but

be kept apart by 25 mm or 1 1/4 times the maximum size of the coarse aggregates whichever is greater, by concrete

between them. Where this is not feasible, overlapping bars shall be bound with annealed steel wire, not less than

1mm thickness twisted tight in eight shape around the lapped bars. The overlaps shall be staggered for different

bars and located at fixed locations only along the span where neither shear nor bending moment is maximum.

Welding of Bars

Welding of TMT bars can be permitted if specified on the drawings, joints of reinforcement bars shall be

butt welded so as to transmit their full strength. Welded joints shall preferably be located at points where steel will

not be subject to more than 75 percent of the maximum permissible stresses and welds so staggered that at any one

section, not more than 33 per cent of the rods are welded. No pre-warming or post heat treatment is necessary.

Interpass temperature should be limited to 200 oC with low heat input and equivalent strength low hydrogen type

electrode. Suitable means shall be provided for holding the bars securely in position during welding. It must be

ensured that no voids are left in welding and when welding is done in 2 or 3 stages, previous surface shall be

cleaned property. Ends of the bars shall be cleaned of all loose scale, rust. grease, paint and other foreign matter

before welding. Only competent welders shall be employed on the work. Welded pieces of reinforcement shall be

tested. Specimens shall be taken from the actual site and their number and frequency of tests shall be as directed by

the VADODARA MAHANAGARPALIKA Engineer in charge.

The TMT FE-500D bars shall be tested for any or all of the following tests as directed by the

Engineer-in-charge.

(i) Alternate immersion test

(ii) Salt spray test

(iii) Atmospheric exposure test

(iv) Sulphur dioxide test

(v) Potentio dynamic test

Measurements for payment

Reinforcement shall be measured in lengths separately for different diameters as actually used in the work

including overlaps/ From the length so measured the weight of reinforcements shall be calculated in tonnes as per

IS : 1732 lengths shall include hooks at ends, wastage, avoidable overlaps, couplis and welded joints, spaced bars

and annealed steel wire for binding shall not be measured and cost of these items shall be deemed to be included in

the rates for reinforcement

Reinforcement shall be measured in lengths separately for different diameters as actually used in the work

including overlaps/ From the length so measured the weight of reinforcements shall be calculated in tonnes as per

IS : 1732 lengths shall include hooks at ends, wastage, avoidable overlaps, couplis and welded joints, spaced bars

and annealed steel wire for binding shall not be measured and cost of these items shall be deemed to be included in

the rates for reinforcement

Rate for reinforcement shall include cost of all steel including procurement, cost of bending, placing,

binding and fixing in position as shown on the drawings and as directed by the Engineer in charge. It shall also

include cost of all devices for keeping reinforcement in approved position, cost of jointing as per approved method,

and all wastage, overlaps and spacer bars.

Note: Mild steel/tor steel reinforcement to be tested in compression (chemical and physical test)

which shall not be paid extra and has to be included in the tender by the contractor.

The rates shall be in Kilogram weight of reinforcement.

કોંરાક્ટર દ્વારા સ્થળે પરથી નીક્ળે લ MANHOLE COVER AND FRAME વડોદરા

Part B:- સેન્ટ્ િ ડીવાઇડર કરવાની આયટમના સ્પેલશકફકે શન .

આઇટમ નાંબર:૦૧ Providing and laying cement conctrete 1:2:4.

Providing and Laying Plain Cement Concrete

Good quality of cement, sand, gravel, shall be supplied for the work of plain cement concrete

1:2:4 / 1:3:6 / 1:4:8. The sand and the gravel shall be actually measured and mixed with cement in

the mixture machine to make uniform consistent concrete and this concrete shall only be used.

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 left unused for more than 20 minutes will not be allowed to be use. 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 concrete work

shall be kept wet by watering at least 3 times a day and cured for 15 days. The entire work shall be

carried out using good quality material and form work and employing skilled masons. The rate shall

be per cubic meter of concrete.

Cube testing shall be done as per IS specifications and one copy of the testing certificate shall be submitted

to VMC, PMC, TPI each.

આયટમ નાં ૪ : 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.

૨. Glass Beads ૨૫૦ ગ્રામ/ ચો.મીના પ્રમાણમાં કરવાનુ રહેિે..

૪. સદર કામનુ ં માપ ચો.મી ના પ્રમાણે ચુકવવાનુ ં રહેિે. (gaps બાદ કરતાં )

AIR COMPRESSOR થી ક્રિીનીંગ કરવાની રહે શે.

Supplying and fixing Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks

Raised Pavement Markers made of polycarbonate and ABS moulded body and

reflective panels with Micro prismatic lens (No Glass bead lens) capable of providing

total internal reflection of the light entering the lens face and shall support a load of

13635 kgs. tested in accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt

.11.06. 1997. The height, width and length shall not exceed 20 mm, 130 mm and

mm and with minimum reflective area of 13 Sqcm on each side and the slope to the

base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical

shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm)

from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on

the road for the shanks to go inside, without nails and using epoxy resin based

adhesive as per manufacturer’s recommendation and The color of the marker should

be as per the IRC 35-2015 and as directed by Engineer-in-charge

Median Marker :Providing and Fixing of Flexible Median Marker that are made of

tough, high impact resistant, injection-molded, thermoplastic body with property of

flexibility to provide high durability. The dimension of Flexible Median Marker should

not exceed 18.4 cm in height (including shank height), 12.5 Cm in width. ,0.65 cm in

thickness and shank depth shall be 3.4 cm The body structure shall be rounded at all

its corners and edges. The plastic used for molding the Flexible Median Marker should

survive impact load of 5kg continuously for 750 times at room temperature. The logo of

the manufacturer shall be embossed on either side of the body in the injection molding

process. The Median Marker shall have flame like shaped body with, fluorescent yellow

color retro-reflective sheeting of size not less than 90 Cm square, with fully reflective

micro prismatic cube corners as its retro-reflective elements as per IRC 67 2012 and

ASTM D4956-09 type XI specifications reflectivity values. The retro-reflective sheeting

shall be one or both sides of the Flexible Median Marker and shall be edge protected

with no exposed edges which will prevent edge lifting, vandalism, sheeting damage,

etc. The Flexible Median Marker shall be fixed by a combination of epoxy adhesive and

grouting as recommended by manufacturer and Engineer in charge.

Solar Stud: Supplying of Solar Raised Pavement Markers made of polycarbonate molded body

with circular shape, solar powered, LED self illumination in active mode, 360 degree

illumination and reflective panels with micro prismatic lens capable of providing total internal

reflection of the light entering the lens face in passive mode. The marker shall support a load of

20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and

water ingress according to IP 65 standards and should withstand temperatures in the range of

C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and

typical frequency of blinking is 1 Hz. There should be current losses of less than 20 micro

amperes at 2.4 V in sleep-charging mode to enhance the life of the marker and a full charge

should provide for a minimum autonomy of 50 hours. The height, width and length of the

marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the

marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed

0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without

nails and using epoxy resin based adhesive as per manufacturers recommendation and complete

as directed by the engineer.

Item No 09. S TOP S ign :-

Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm AC P

(Aluminum composite Panel); size 90 cms Octagone as per design of IR C -67-2012.

Pre treated with phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of Type- 11 as per AS TM D-4956 and latest

M.O.S .T.S pecifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB C ircular

MS Pipe as required and frame fabricated from suitable size iron angle of 35 x

x 3mm; painted with bestquality epoxy coatings in black and white bends. The

details of symbol foreach board shall be as per theinstruction of engineer in

charge. The fixing at site shall be in 1:2:4 C C blockof size 45 x 45 x 60 C ms. for

each leg.including excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 10 years for the R etro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor exposure test report from

third party test lab for the product offered shall be submitted by contractor. (A)

C lass-C Type-11 R etro R eflective sheeting.

Item No 10. C autionary Warning S ign :-

Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm AC P

(Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per

design of IR C -67-2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best quality epoxy paint

;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per

AS TM D-4956 and latest M.O.S .T.S pecifications; 3.6mtr long stand post of 75 x

x 6mm / 65NB C ircular MS Pipe as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black

and white bends.

The details of symbol foreach board shall be as per theinstruction of engineer in

charge. The fixing at site shall be in 1:2:4 C C blockof size 45 x 45 x 60 C ms. for

each leg.including excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 10 years for the R etro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor exposure test report from

third party test lab for the product offered shall be submitted by contractor. (A)

C lass-C Type-11 R etro R eflective sheeting.

Item No 11. R egulatory / Mandatory S ign :-

Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm AC P

(Aluminum composite Panel); size 60 cms Dia C ircle as per design of IR C -67-

2012. Pre treated with phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro

Prismatic Grade retro refiectivesheeting of Type-11 as per AS TM D-4956 and latest

M.O.S .T.S pecifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB C ircular

MS Pipe as required and frame fabricated from suitable size iron angle of 35 x

x 3mm; painted with bestquality epoxy coatings in black and white bends. The

details of symbol foreach board shall be as per theinstruction of engineer in

charge. The fixing at site shall be in 1:2:4 C C blockof size 45 x 45 x 60 C ms. for

each leg.including excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 10 years for the R etro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor exposure test report from

third party test lab for the product offered shall be submitted by contractor. (A)

C lass-C Type-11 R etro R eflective sheeting.

Item No 12. .Parking S ign :-Providing and fixing sign boards made out of 2mm aluminium

sheet / 4mm AC P (Aluminum composite Panel); size size 60 x 60cms. square plus 60 x

20cms rectangular additional plate as as per the design of IRC -67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of

Type- 11 as per AS TM D-4956 and latest M.O.S .T.S pecifications; 3.6mtr long stand post of

x 75 x 6mm / 65NB C ircular MS Pipe as required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends.

The details of symbol foreach board shall be as per theinstruction of engineer in charge. The

fixing at site shall be in 1:2:4 C C blockof size 45 x 45 x 60 C ms. for each leg.including

excavation, curing etc.complete under the supervision of engineer in charge. A warranty for

years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab for the product offered shall be submitted

by contractor. (A) C lass-C Type-11 Retro Reflective sheeting.

Item No : 13 Place Identification S ign :-Providing and fixing sign boards made out of 2mm

aluminium sheet / 4mm AC P (Aluminum composite Panel); size 150x90 cms. rectangular as

per design of IRC -67-2012. Pre treated with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro

Prismatic Grade retro refiectivesheeting of Type-11 as per AS TM D-4956 and latest

M.O.S .T.S pecifications; 4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm / 65NB C ircular MS

Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted

with bestquality epoxy coatings in black and white bends. The details of symbol foreach board

shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 C C

blockof size 45 x 45 x 60 C ms. for each leg.including excavation, curing etc.complete under

the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting

from original manufacturer & a certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by contractor. (A) C lass-C Type-11

Retro Reflective sheeting.

Item No : 14 Hazard Marker S ign :-Providing and fixing sign boards made out of 2.0 mm

aluminium sheet / 4 mm AC P (Aluminum composite Panel); size 90x30 cms. rectangular as

per design of IRC -67-2012. Pre treated with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro

Prismatic Grade retro refiectivesheeting of Type-11 as per AS TM D-4956 and latest

M.O.S .T.S pecifications; 1.8mtr long stand post of 75 x 75 x 6mm / 65NB C ircular MS Pipe as

required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall

be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 C C blockof

size 45 x 45 x 60 C ms. for each leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting

from original manufacturer & a certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by contractor. (A) C lass-C Type-11

Retro Reflective sheeting.

ITE M NO 15. અત્રેથી બતાવવામાં આવે તે જગ્યાએ સારી જાતની પીળી માટી (ગાડધન માટે

Providing and Fixing 4 mm Aluminium Composite Materials (ACM) Sheet As Per

IRC 67/2022 ( Approved rate R.A.No. 03/24-25/date:-20.08.2024 )"

Providing and Fixing Any Colour Class -B Type -4 Retro Reflective Sheeting As Per

IRC 67/2022 ( Approved rate R.A.No. 04/24-25/date:-20.08.2024 )"

Providing and Fixing Any Colour Class -C Type -11 Retro Reflective Sheeting As

Per IRC 67/2022 ( Approved rate R.A.No. 05/24-25/date:-20.08.2024 )"

 Detail Specification of Item no. 1૬, 1૭ and 1૮ is given below:-