Annual rate contract for Patchwork of potholes/pits on main TP roads and internal roads in the South Zone as per SOP.(Reinvite)

NAME OF WORK:: Annual rate contract for Patchwork of

potholes/pits on main TP roads and

internal roads in the South Zone as

per SOP. (Reinivite)

Sr. No. Particulars Page No.

Instruction to Tender

General Condition of Contract

PREQUALIFICATION

BID Special Condtion of Contract

Technical Specification

Annexure A to J

Sr.No Contents Page No.

Abstract Of Estimate

Name of Work:- Annual rate contract for Patchwork of

potholes/pits on main TP roads and

internal roads in the South Zone as

per SOP. (Reinivite)

પોટહોલ્સ/ખાડાનુાં SOP મુજબ પેચવકધ કરવાનુાં કામ. (બીજા પ્રયત્ને)

પોટહોલ્સ/ખાડાનુાં SOP મુજબ પેચવકધ કરવાનુાં કામ. (બીજા પ્રયત્ને)

પોટહોલ્સ/ખાડાનુાં SOP મુજબ પેચવકધ કરવાનુાં કામ. (બીજા પ્રયત્ને)

પોટહોલ્સ/ખાડાનુાં SOP મુજબ પેચવકધ કરવાનુાં કામ. (બીજા પ્રયત્ને)

www.nprocure.com વેબસાઇટ પરથી ટે ન્ડર ભરવાનુ રહેર્.ે ત્યારબાદ સોફ્ટ કોપીના આધારે જ તેન ુ

Tender Department Details Issue of Tender Last Date

P.R.O. Start Date End Date for receipt of

Executive Annual rate contract for

Engineer Patching of potholes/pits on

(Road Project) main TP roads and internal 04-05-2026 16-05-2026 19-05-2026

roads in the East Zone as per

Executive Annual rate contract for

Engineer Patching of potholes/pits on

(Road Project) main TP roads and internal 04-05-2026 16-05-2026 19-05-2026

roads in the South Zone as

Executive Annual rate contract for

Engineer Patching of potholes/pits on

(Road Project) main TP roads and internal 04-05-2026 16-05-2026 19-05-2026

roads in the North Zone as

Executive Annual rate contract for

Engineer Patching of potholes/pits on

(Road Project) main TP roads and internal 04-05-2026 16-05-2026 19-05-2026

roads in the West Zone as per

આંતરીક રસ્તાઓ ઉપરના પોટહોલ્સ/ખાડાનુાં SOP મુજબ

પોટહોલ્સ/ખાડાનુ ાં SOP મુજબ પેચવકધ કરવાનુ ાં કામ.

પોટહોલ્સ/ખાડાનુ ાં SOP મુજબ પેચવકધ કરવાનુ ાં કામ.

ધરાવતા ઇજારદાર કામ કરી ર્કર્ે. અથવા R & B હડપાટધમેન્ટનુ ાં Special Category- II(Road,

Bridge & Building) કે તેની ઉપરની કેટેગરીનુ ાં રજીસ્રે ર્ન ધરાવતા ઇજારદાર કામ કરી ર્કર્ે.

૪.૦ છે લ્િા કરે િ કામની િેબર એકટ હેઠળ મેળવેિ સટીફીકેટની પ્રમાણીત નક્િ (TRUE COPY) રજુ

૫.૦ પી.એફ.રજી.ની પ્રમાણીત નકિ (TRUE COPY) સામેિ કરવાની રહેર્ે.અથવા સદર કામે કામનો

સામેિ કરવાના રહેર્ે.અનુભવ માટે કરે િ કામગીરી જે તે કાયધપાિક ઇજનેર શ્રી “Amount of work

done “ અંગેન ુાં પ્રમાણપત્ર અથવા કાંપ્િીર્ન પ્રમાણપત્ર (Form- 3A) માન્ય કરવામાાં આવર્ે.

Details should be given As in below mention TableWith Stemp and Signature of Contractor.

સાથેન ુાં MOU પુરેપર

પુરાવા પણ આપવાના અને ઉલ્િેખ કરવાનો રહેર્ે અને આ એફીડેવીટતથા માલિક સાથેન ુ ાં MOU જયાાં

MOU નો PERFORMA વડોદરા મહાનગરપાલિકા દ્વારા આપવામાાં આવર્ે. પ્િાન્ટ કાયધરત હોવાનુ ાં

વવગત રૂ. ૩૦૦/- ના સ્ટે મ્પ પેપર ઉપર ઇજારદારે એફીડેવીટતથાકવોરી માલિક સાથેનMOUઆપવાનુ

રહેર્ે અને આ ક્વોરીને ખનીજ ખાતાનુ ાં Valid પ્રમાણ પત્ર આપ્યુાં હોય તેવી નક્િ.(TRUE COPY)

અને ક્વોરી અંગે R&B મેકેનીકિ ર્ાખાનુ ાં H.S.I.સહટિ.નુ ાં વેિીડ પ્રમાણ પત્ર રજુ કરવુ.ાં (TRUE COPY).

૦૯. Bank solvency certificateofall nationalized banks including banks specified in Annexure shall

be minimum 20% of tender amount.

એફીડેવીટતથા માલિક સાથેન ુાં MOUઆપવાનુ રહેર્ે.

૧૨. ઇજારદાર પાસે પોતાની માલિકીનુ ાં ઓછામાાં ઓછુ એક સેન્સર પેવર (Minimum 3.75Mtr. width), પાાંચ

ઇજારદારે એફીડેવીટ તથા માલિક સાથેન ુાં MOU આપવાનુ રહેર્ે.

ઇજારદારે સેન્સર પેવરનુ ાં ValidFitness Certificate સિમ અવધકારીનુાં રજુ કરવાનુ ાં રહેર્ે. તથા સદર

૧૩. ઇજારદારે પોતાની બીટુમીનસ બેચમીિ પ્િાન્ટમાાં ફરજીયાત SCADA Automation Project System

SCADA Automation Project System ઇન્સ્ટોિ કરવાની રહેર્ે. ઇજારદારે સ્કાડા જનરે ટેડ ડેટાર્ીટ બીિ

૧૪. ઇજારદાર પાસે પોતાની માલિકીનુ ાં કોલ્ડ મીિીંગ મર્ીન (COLD MILLING MACHINE) હોવુ જોઇએ

અથવા જો ઈજારદાર પાસે પોતાની પોતાની માિીકીનુ કોલ્ડ મીિીંગ મર્ીન (COLD MILLING

MACHINE) ન હોઇ તો ઈજારદારે કોલ્ડ મીિીંગ મર્ીન (COLD MILLING MACHINE)સ્વતાંત્ર રીતે

સાથેન ુાં MOUપુરેપરુ ી સમયમયાધદા સુધીનુરજ

કરવામાાં આવર્ે. ટે ન્ડર ખુલ્યા બાદ મુળ Qualification ના ડોક્યુમેન્ટ હર્ે અને તેની વધુ સ્પષ્ટતા

ાં ને Cashless અને digital Transaction આધારીત બનાવવાના હેત ુ ાં

હેઠળના કમધચારીઓ/મજુરો વગેરેને ચુકવવા પાત્ર રકમ Cashless પધ્ધવતથી બેંક ખાતામાાં ચુકવવાની

પ્રી-કવોિીફીકેશન સાથે Compulsory સામેિ રાખવાપાત્ર દસ્તાવેજો-પત્રોની યાદીનીચેનાક્રમમજબઆપવાનારહેશે

તેની ઉપરની કે ટેગરી અથવા R & B હડપાટધ મન્ે ટનુાં Special

Category- II (Road, Bridge & Building) કે તેની ઉપરની

એર અીમેન્ટ/એફીડેવીટ/MOU રજુ કરવાની યાદી

ડોકયમેન્ટ સ્કે ન ન થવાના પ્રસુંગે ઇજારદાર પાસે પરાવા ન હોવાન ું નકકી થશે અને ઇજારદારન ું ભાવપત્ર Qualify

ચકાસર્ી માટે Reference ની જરૂરીયાત જર્ાય તો તેવા સુંજોગોમાું (Reference) જરૂરીયાત પ્રમાર્ેના સુંબધું ધત

 મખ્ય ટી.પી. રસ્તા તથા આંતકરક રસ્તાઓ ઉપરના પોટહોલ્સ/ખાડાન ું SOP મજબ પેચવકક કરવાન કામ.

ન હોવાની પકરસ્સ્થધતએ ઇજારદારના અન્ય કોઇપર્ VMC ના કામો પેટે બીિમાુંથી કપાત કરવામાું

 મીક્ષ મટીરીયિની ગાડીન ભરે િ તથા ખાિી વજનની Electronicની પાવતી રજ કરવાની રહેશે.

સમયગાળામાું Temparture વધ હોઇ ત્યારે ધનયધમત રીતે સ્ટોન ડસ્ટ પાથરવાની રહેશે. જો આમ, કરવામાું

 ડામરની િગતી કામગીરીના Scope Of Work માું ઇજારદારે બીિ સાથે H.P.C.L./I .O.C.L/B.P.C.L ની

બીટમીનની ગાડીન ું ભરે િા તથા ખાિી ગાડીના વજનની Electronic પાવતી રજ કરવાની રહેશે. તેમજ

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

7A Batch mix Plant with Electrnoic

Controls(120 TPH)

8 Wet Mix Plant.

9 Paver Finisher with Electronic Sensor

10 Water Tanker

11 Bitumen Sprayer

12 Pnumatic TyreRoller

Õ13 Concrete Mixers with integral batching

Weight facility.

14 Mechanical Broom Hydraulic

15 Motor Grader

16 Tractor Dozzer

17 Baby (Small ) Roller

18 SCADA Automation Project System

19 Mechanical Paver

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 મંડળ તરફથી ભાવપત્રક (Tender) ભરવામાં આવે ત્યારે તે મંડળના દરે ક

આવવાનો હોય તો તે નકશા કામ કરવાની ધવગતો (Specification) ધવગેરેની માદહતી સારી રીતે

મહાનગરપાધલકામાં ટે ન્ડરો ભરવા માટે પ્રધતબંધધત )Abeyance.કરવાના રહે શે ( (સામાન્ય

પોટહોલ્સ/ખાડાનુ ાં SOP મુજબ પેચવકધ કરવાનુ ાં રૂ.૫.૦૦ કરોડ ઇજારો નેર્નિાઇઝ બેન્ક/

હહસાબની ર્રતે આ થઇ છે .(Payment on Account)એ પ્રમાણે ગણવામાાં આવર્ે અને છે વટની દે વાયાદી આકારમાાં તેનો

કરે િ રકમનુ ાં કોઇ પણ કામ (Extra Item) કામના ભાગ તરીકે ઇજારદારને સુપ્રત કરવામાાં આવે તે કામ તેમણે મુળ કામ માટે

દાખિો આપે તે બાંધનકતાધ ગણાર્ે. કરારના બહારની રકમનુ ાં વધારાનુ ાં કામ પ્રમાણભુત ભાવપત્ર (Schedule Rates)માાં

તેટિા ટકા બાદ કરવામાાં આવર્ે અને આવા પ્રમાણભુત ભાવપત્ર માાં ટકા રકમõ(Item)દાખિ ન થયેિી હોય તેના ભાવ

15) જો વડોદરા મહાનગરપાલિકાના બાાંધકામ અવધકારી ને થયેિ કામ એકમ ર્રતપત્ર (Specification)પ્રમાણે થયેલ ુ નથી

માપ િેવા વજન કરવા અગર કામના આિેખને(Linecut) કરવામાાં જે સાધનની જરૂર પડે તે કઇ પણ ખચધ િીધા વગર

વનયુક્તકરે િ TPI ની સાિીમા કરાવી િેવાની જવાબદારી ઇજારદારની રહેર્ે.ઇજારદાર જે સરકાર / વડોદરા

33)ઇજારદારે કોન્રાકટ ઓિ રીસ્ક પોિીસી (CAR Policy)ઉતારવાની રહેર્ે જેમાાં નીચેના મુદ્દાનો સમાવેર્ કરવાનો

પાસેથી કરી શકશે અને આ ઉપરાંત ઇજારદારને કાળી યાદીમાં મુકી શકશે/TERMINATE કરી શકશે.•કાળી

૪૨) કોન્રાકટરે GSTવસવાયના ભાવો ભરવાના રહેર્ે. આ કામ અથે ઇજારદારને GSTની રકમ અિાયદા ચુકવવામાાં આવર્ે.

૪૩) ઇજારદારે કામના સ્થળે Moving ટર ાફીક તેમજ રાહદારીઓની સલામતી માટે જરૂરી તમામ સંબંધધત પગલા લેવાના

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

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

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

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

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

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

are not duly authorized then the earnest money received with such tender

shall stand forfeited.

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

prescribed under Clause 1 of the General Conditions of Contract.

12. Successful Tenderer shall keep all documents ready for signing “Agreement

with the VADODARA MUNICIPAL CORPORATION”. Tenderer will have to

make himself/itself available at fifteen days notice for executing such

Agreement. The tenderers are advised to carefully study the various

conditions of he contract, work specification, site conditions, VADODARA

MUNICIPAL CORPORATION’s rules and regulations with regards to safety

and security, etc.

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

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

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

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

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

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

item shall be properly calculated and clearly mentioned in the relevant

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

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

proposes to use for this work.

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

of plants, machinery, equipment, supervision, handling, cleaning, testing etc.

(whether mentioned in the item or specifications etc. or not) which is

required and necessary to complete the item.

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

materials and drawings, as specifications are complimentary part of the item.

Items for which details are not given or are given inadequately reference will

be taken from ISI specifications or MORTH or PWD handbook. Such details

shall be deemed to have been included in the item and the rates quoted

shall be all inclusive. Whether mentioned in the item or not material test as

may be required by the City Engineer of Vadodara Municipal Corporation

shall be provided and no extra payment will be made for that purpose.

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

items for which the specifications are not prescribed but which are relevant

to these specifications shall also be executed in accordance with such

specifications.

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

to the Vadodara Municipal Corporation every month for the progress of

various stages of the works.

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

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

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

Submission Of Online Tender.

21. ALL PAGES TO BE INITIALED

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

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

corner or signed wherever required in the Tender papers by the Tenderer or

by any person holding power of Attorney authorizing him to sign on behalf of

the Tenderer before submission of Tender.

22. RATES TO BE IN FIGURES AND WORDS

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

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

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

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

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

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

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

word shall prevail.

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

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

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

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

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

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

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 acceptance.

24. CORRECTIONS AND ERASURES

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

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

25. SIGNATURE OF TENDERER

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

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

with his usual signature. Partnership firms shall furnish the full names of all

the partners in the Tender. It should be signed in the Partnership’s name by

all partners or, by duly authorized representative followed by the name and

designation of the person signing. Tender by a firm shall be signed by an

authorized representatives and a power of Attorney in that behalf shall

accompany, the Tender. A copy of the constitution of the firm with names of

all partners shall be furnished.

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

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

27. DETAILS OF EXPERIENCE

The Tenderer should enclose documents to show that he has previous

experience in having successfully completed in the recent past work of this

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

28. ENGINEER OF CONTRACTOR

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

qualified Engineer having sufficient experience in carrying out works of

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

instructions for construction/execution shall be given.

29. TRANSFER OF TENDER DOCUMENTS

Transfer of Tender documents purchased by one intending tenderer to

another is not permissible.

30. TIME LIMIT – PERIOD OF COMPLETION

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

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

time limit demanded by contractor for their reason, shall not entitle for any

price escalation/delay compensation or liquidity damages.

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

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

design or contract terms.

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

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

documents has been issued.

Each recipient will retain one copy of each addendum for submission along

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

become part of Tender documents.

32. RIGHT OF OWNER TO ACCEPT OR REJECT TENDER

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

does not bind itself to accept the 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

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

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

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

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

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

same be adjudicated by the State Level Authority competent to do so.

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

map etc so that during the time of execution of work contractor can proceed

with work and all time the details of work is known to the contractor.

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

in minimum 10 activities justifying the timely completion of work. In case the

bidder do not submit the schedule of work progress, it is mandatory to follow

the progress of work as decided by Vadodara Municipal Corporation during

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 successors.

2. The abbreviation VADODARA MUNICIPAL CORPORATION wherever used

in contract shall mean Vadodara Municipal Corporation and term shall be

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

contract as VADODARA MUNICIPAL CORPORATION’s representative and

will include namely Municipal Commissioner, City Engineer and Executive

Engineer or their authorized representatives.

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

Corporation and shall include those who are expressly authorized by him to

act on his behalf.

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

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

include those who are expressly authorized him to act for and on his behalf.

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 assignees.

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

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

Corporation and the contractor for the execution of works including therein

all contract documents like Condition of Contract, Specification, Drawings,

Prices Bill, Schedule of quantities, Schedule of rates and prices (if any),

work order and all tender .

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

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

hereinafter the contained.

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

whatsoever nature required for the execution, completion or maintenance of

the works or temporary works (as hereinafter defined) but does not include

materials or other things form or forming part to the permanent work.

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

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

such work associated with tender is included .

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

modification such drawings approved in writing by the City Engineer /

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

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

City Engineer / Executive Engineer.

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

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

places provided by the Owner for purpose of the contract.

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

versa where the context requires.

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

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

other documents constituting the Tender and acceptances thereof.

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

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

latest edition of relevant Indian Standard Specification published before

entering into contract. Further in absence of any specific reference in I.S.S.

the standards and specifications of P.W.D.H.B. or GWSSB as the case may

be will be followed as per the consent of city 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 the works.

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 the provision of this clause shall not

exceed 10% of the contract value of the work.

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

CLAUSE 2: ACTION WHEN WHOLE OF SECURITYDEPOSIT IS

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

have rendered himself liable to pay compensation amounting to the whole of

his Security Deposit (Whether paid in one sum or deducted by installment)

or in the case of abandonment of the work owing to serious illness or death

of the contractor or any other cause, the city Engineer, on behalf of

Vadodara Municipal Corporation shall have power to adopt any of the

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

Municipal Corporation.

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

contractor under the hand of the executive Engineer shall be conclusive

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

forfeited and be absolutely at the disposal of the Vadodara Municipal

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 UNSATISFACTORY

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

Engineer / Executive Engineer shall, not withstanding that the general

progress of the work is satisfactory in accordance with Clause 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 action.

CLAUSE 4:CONTRACTOR REMAINS LIABLE TO PAY COMPENSATION, IF

ACTION NOT TAKEN UNDER CLAUSE 3 POWER TO TAKE

POSSESSION OF OR REQUIRE OF OR SELL CONTRACTOR

PLANT AND MATERIAL

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

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

have been exercised, the non-exercise thereof and such powers shall not

constitute a waiver of any of the conditions thereof and such powers shall

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

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

pay compensation amounting to the whole of his security deposit and the

liability of the contractor for past and future compensation shall remain

unaffected. In the event of the City Engineer taking action under sub clause

(a) or (c) of Clause 3, he may, if he so desires, take possessions of all or

any tools, plant, materials and stores in upon the works or the site thereof of

belonging to the contractor or procured by him and intended to be used for

the execution of the work or any part thereof paying or allowing for the same

in the account of the contract rates or in the case of contract rates not

beings applicable at current market rates, to be certified by the Executive

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

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

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

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

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

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

auction or private sale at the risk and cost of the contractor in all respect,

and the certificate of the Executive Engineer as to the expense of any such

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

shall be final and conclusive against the contractor.

CLAUSE 5: FINAL CERTIFICATE

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

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

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

from the premises on which the work shall have been executed all

scaffolding, surplus materials and rubbish and shall have cleaned off the dirt

from site or any rubies or such other parts, etc.

CLAUSE 6 : PAYMENT OF REDUCED RATES ON ACCOUNT OF ITEMS

OF WORKS NOT ACCEPTED AS COMPLETED TO BE AT

THE DISCRETION OF THE EXECUTIVE ENGINEER.

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

CLAUSE 10 : NO COMPENSATION FOR ALTERATION OR RESTRICTION

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

shall, for any reason what so ever, require the whole or any part of the work,

as specified in the tender, to be stopped for any period or shall not require

the whole or part of the work to be carried out at all or to be carried out by

the contractor, he shall give notice in writing of the fact to the contractor,

who shall there upon suspend or stop the work totally or partially, as the

case may be. In any such case, except as provided here under, the

contractor shall have no claim to any payment or compensation what so

ever on account of any profit or advantage which he might have derived

from the execution of the work in full but which he did not so derive in

consequence of the full amount of the work not having been carried out, or

on account of any loss that he may be put on account of materials

purchased or agreed to be purchased, or for unemployment of labour

recruited by him. He shall not have also any claim for compensation by

reason of any alteration having been made in the original specifications,

drawings, designs and instructions which may involve any curtailment of the

work as originally contemplated. Where however, materials have already

been purchased or agreed to be purchased by the contractor before receipt

by him of the said notice, the contractor shall be paid for such materials at

the rates determined by the Executive Engineer provided they are not in

excess of requirements and are of approved quality and / or shall be

compensated for the loss if any, that he may be put to, in respect of

materials agreed to be purchased by him, the amount of such

compensation to be determined by the Executive Engineer whose decision shall

be final. If the contractor suffers any loss on account of his having to pay

labour charges during the period during which the stoppage of work has

been ordered under this clause, the contractor shall, on application be

entitled to any compensation on account of labour charge as the Executive

Engineer, whose decision shall be final may consider reasonable. Provided

that the contractor shall not be entitled to any compensation on account of

labour charges if, in the opinion of Executive Engineer, the labour could

have been employed by the contractor elsewhere for the whole or part of the

period during which the stoppage of the work has been ordered as

CLAUSE 11 : NO CLAIM TO COMPENSATION ON ACCOUNT OF LOSS

DUE TO DELAY IN SUPPLY OF MATERIALS BY THE

VADODARA MUNICIPAL CORPORATION OR

PROCUREMENT OF MATERIAL FROM MARKET.

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

VADODARA MUNICIPAL CORPORATION for the loss suffered by him on

account of delay by the VADODARA MUNICIPAL CORPORATION in the

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

from market by contractor where such delay is caused by

1. Force Majeure

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

control of Vadodara Municipal Corporation.

CLAUSE 12 : ACTION AND COMPENSATION PAYABLE IN CASE OF BAD

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

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

of the work that any work has been executed with unsound, imperfect or

unskilled workmanship or with materials of inferior quality, or that any

materials or articles provided by him for the execution of the work are

unsound or of a quality inferior to that contracted for, or are otherwise not in

accordance with the contract, it shall be lawful for the City Engineer to

intimate this fact in writing to the contractor and then not with standing the

fact that the work materials or articles complained of may have been

inadvertently passed, certified and paid for the contractor shall be bound

forthwith to rectify or remove and reconstruct the work so specified in whole

of or in part as the case may require, or if he is required, shall remove the

material or articles so specified and provided other proper and suitable

materials or articles at his own charge and cost; and in the event of his

failing to do so within a period to be specified by the City Engineer in the

written intimation aforesaid the contractor shall be liable to pay

compensation at the rate of one per cent on the amount of the contract sum

for every day not exceeding ten days, during which the failure so continues,

and in the event of any such failure as aforesaid the City Engineer may

rectify or remove and re-execute the work or remove and replace the

materials or articles as complained of as the case may be at the risk and

expense in all respect of the contractor. If the City Engineer consider that

any such inferior work or materials as described above may be accepted or

made use of, it shall be within his discretion to accept the same at such

reduced rates as he may fix here fore.

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

REASONABLE AGENT TO BE PRESENT

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

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

and his subordinates or agents appointed by Vadodara Municipal

Corporation and the contractor shall at all times during the usual working

hours and at all other times at which reasonable notice of the intention of the

City Engineer or his subordinate or agents appointed by Vadodara

Municipal Corporation to visit the works shall have been given to included.

In the specification or other documents forming part of the contract referred

to in these conditions or not and which may be necessary for the purpose of

satisfying or complying with the requirements of the City Engineer as to any

matter on which under these conditions he is entitled to be satisfied or which

he is entitles require together with carriage, therefore, to and for the work.

The contractor shall also supply without charge the requisite number of

persons with the means and materials necessary for the purpose of setting

out works, and counting, weighing and assisting in the measurement or

examination at any time of the work or materials, failing this the same may

be provided by the Executive Engineer at the expense of the contractor and

the expense may be deducted from any money due to the contractor under

the contract or from his Security Deposit. The contractor shall provide all

necessary fencing and lights required to protect the public from accident and

shall also be bound to bear the expense of defence of every suit, action or

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

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

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

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

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

Clause-14 Deleted.

CLAUSE 15 : HOISTING APPLIANCES ETC.

The contractor shall comply with the following regulations as regards the

Hoisting Appliances to be used by him :

a. Hoisting machines and tackle : including their attachments,

anchorages and supports, shall

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

adequate strength and free patent defect; and

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

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

suspension shall be of suitable quality and adequate strength and free

from patent defect.

c. Hoisting machines and tackle shall be examined and adequately

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

intervals to be prescribed by VADODARA MUNICIPAL

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

hoisting or lowering materials or as means of suspension shall be

periodically examined.

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

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

hoisting machine including any winch or give signals to the operator.

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

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

regulation be plainly marked with the safe working load.

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

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

shall be clearly indicated.

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

above shall be loaded beyond the safe working load except of the

purpose of testing.

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

parts of hoisting appliances shall be provided with efficient safeguards.

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

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

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

any part of a suspended load becoming accidentally displaced.

CLAUSE 16 : MEASURES FOR PREVENTION OF FIRE

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

grass without a written permit from the City Engineer. When such permit is

given and also in all cases when destroying out of a dug up trees,

brushwood, grass etc. by fire, the contractor shall take necessary measures

to prevent such fire spreading to or other wise damaging surrounding

CLAUSE 17 : LIABILITY OF CONTRACTOR FOR ANY DAMAGE DONE IN

OR OUTSIDE WORKAREA

Compensation for all damage done intentionally or unintentionally by

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

any damages caused by the spreading of Fire mentioned in clause 18 shall

be estimated by the Executive Engineer or such other officer as the

Vadodara Municipal Corporation may appoint and the estimates of the

Vadodara Municipal Corporation shall be final and the contractor shall have

to pay the amount of the assessed compensation on demand failing which

the same will be recovered from the contractor as damages in the manner

prescribed in clause 1 or deducted

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

the Vadodara Municipal Corporation to the contractor under this contract or

otherwise. The contractor shall bear the expenses of defending any action

or other legal proceedings that may be brought by any person for injury

sustained by him owing to neglect of precautions to prevent the spread of

Fire and shall be also pay any damage and cost that may be the court in

consequence. However in any case Vadodara Municipal Corporation can

not be suit under any circumstances.

CLAUSE 18 : WORKS NOT TO BE SUBLET

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

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

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

adjudicated an insolvent or make any compensation with his creditors or

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

contract. Also if any bribe, gratuity, gift, loan, prerequisite reward or

advantage pecuniary or otherwise shall either directly or indirectly be given,

promised or offered by the contractor or any of his servants or agents to any

public officer or person in the employment of or authorized by the

VADODARA MUNICIPAL CORPORATION in any way relating to his office

or employment, if any such officer or person shall become in any directly or

indirectly interested in the contract, the Vadodara Municipal Corporation

may, by notice in writing rescind the 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 beapplied 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

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 AVAILABLE

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

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

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

carried out in all respects in accordance with the instructions and

requirements of the Executive Engineer.

CLAUSE 25 : DEFINITION OF WORK

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

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

construction be constructed to mean the work or the works contracted to the

executed under or by virtue of the contract, where temporary or permanent

and whether original altered substituted or 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 contrary.

CLAUSE 27 {B} COMPENSATION UNDER WORKMAN’S

COMPENSATION ACT.

The contractor shall be responsible for and shall pay any

compensation to his workers payable under the Workman’s

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

injuries caused to the workers. If such compensation is paid by the

VADODARA MUNICIPAL CORPORATION as principle under sub –

section (I) of section 12 of the said Act on behalf of the contractor, it

shall be recoverable by the VADODARA MUNICIPAL CORPORATION

from the contractor under sub – section (2) of the section. Such

compensation shall be recovered in the manner laid down in the

Clause I above.

CLAUSE 28 :MEDICAL AID TO LABOUR

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

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

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

CORPORATION the same shall be recoverable from the contractor forthwith and

be deducted without prejudiced to any other remedy of the Vadodara Municipal

Corporation from any amount due or that may become due to the contractor.

CLAUSE 29 : SAFETY MEASURES

The contractor shall provide all necessary personal safety equipment and

first aid apparatus available for the use of the persons employed on the site,

shall maintain the following regulations in connection therewith.

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

contractor and the contractor shall take adequate steps to ensure proper

use of the equipment by those concerned.

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

drawing all necessary equipment shall be provided and kept ready for use

and all necessary steps shall be taken for the prompt rescue of any

person in danger.

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

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

CLAUSE 30 : CLAIM FOR QUANTITIES OF WORK ENTERED IN THE

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

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

those entered in the tender or estimate.

CLAUSE 31 : NO CLAIM FOR COMPENSATION FOR DELAY IN STARTING

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

CLAUSE 32 :CLAIM FOR COMPENSATION FOR DELAYING THE

EXECUTION OF WORK

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

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

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

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

unless otherwise specified.

CLAUSE 33 : ENTERING UPON OR COMMENCING ANY PORTION OF

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

with the written authority and instruction of the Executive Engineer or of his

sub ordinate in charge of the work. Failing such authority the contractor

shall have no claim to ask measurements oR payment for work.

CLAUSE 34 : LABOUR LAWSAND SAFETY REGULATIONS

i. No contractors shall employ any person who is under the age of 12 years.

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

Any contractor who does not accept these conditions shall not be allowed to

tender for works.

CLAUSE 36 : Taxes, Duties, etc.

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

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

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

WILL BE PAID SEPARATELY AS PER GOVT.NORMS.

CLAUSE 37 : Defect Liability Period

The defect liability period shall be 3 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 WORKMEN

The contractor shall at his own expense carry and maintain insurance with

reputable Insurance Companies to his satisfaction but in no case Vadodara

Municipal Corporation will be responsible for any claim arise due to

inadequate amount and or improper provisions of insurance by the

contractor under the employeesState 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

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 EXTRA

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

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 contractor.

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

non settlement of items falling under this clause.

CLAUSE 44 : TESTS FOR QUALITY OF WORK

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

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

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

contractor at his own cost.

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

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

and shall be subjected from time to time to such tests at contractor cost as

the Engineer-in-charge may direct at the place of manufacture or fabrication

or on the site or at any such place. Contractor shall provide assistance,

instruments, labour and materials as are normally required for examining,

measuring and testing of any work or workmanship as may be selected and

required by Engineer-in-charge.

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

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

contractor’s cost.

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

or if required by the specification, adequate samples of all materials and

furnished goods to be used in work sufficiently in advance to permit tests

and examination thereof. All materials furnished and finished goods applied

in work shall be exactly as per approved 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

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

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

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

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

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

However Vadodara Municipal Corporation can ask to produce the tax

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

Vadodara Municipal Corporation.

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

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

own expense arrange for all the safety provision as per safety code of

P.W.D. and hand book on construction safety practice SP-70-2001 and

building & other construction workers.

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

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

regulations of the VADODARA MUNICIPAL CORPORATION.

(B) First Aid and Injuries

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

sub-contractors.

2. Contractor shall make outside arrangement for ambulance service and for

the treatment of injuries. Names of those providing these services shall be

furnished to VADODARA MUNICIPAL CORPORATION prior to start of

construction and their telephone numbers shall be prominently displayed in

contractor’s field office.

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

CORPORATION and copy of contractors report covering each personal

injury requiring the attention of a physician shall be furnished to VADODARA

MUNICIPAL CORPORATION.

( C ) Contractor’s Barricades

1. Contractor shall erect and maintain barricades required in connection with

his operation to guard or protect.

b) Hoisting Areas

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

CORPORATION’s inspectors.

1. VADODARA MUNICIPAL CORPORATION’s existing property

subjected to damage by ontractor’s operations.

2. Rail road unloading spot.

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

shall become acquainted with VADODARA MUNICIPAL

CORPORATION’s barricading practice and shall respect the

provisions thereof.

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

routes of travel shall be marked by red lanterns.

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

protect the equipments and panels stored at work site or installed

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

The contractor shall provide suitable scaffolds and working platforms,

gangways and stairways as per required.

All necessary personal safety equipments as considered adequate by the

Executive Engineer should be kept available for the use of persons

employed on the site and maintained in a condition suitable for immediate

use and the contractor should take adequate steps to ensure proper use of

equipment by those concerned as per the clause (30) of General Conditions

of the Contract. To ensure effectively enforcement of the rules and

regulations relating to safety precautions, the arrangements made by the

contractor shall be opened to inspection by the welfare officer, Safety

Engineer or Executive Engineer of the VADODARA MUNICIPAL

CORPORATION or their representatives.

VADODARA MUNICIPAL CORPORATION

Special Conditions

SPECIAL CONDITIONS OF CONTRACT

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

Conditions of Contract Material and job Specifications, Drawings and other

documents forming part of this contract.

1. No remedy for action taken under this clause :

No action taken by the VADODARA MUNICIPAL CORPORATION

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

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

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

right to remove such sub-contactors from the site.

2. Inconvenience to the Public :

The contractor shall not deposit materials on any site which will cause

seriously inconvenience to the public. The Executive Engineer may

require the contractor to remove any material which are considered by

him to be a danger or inconvenience to the public or cause them to be

removed at the Contractor’s cost.

3. Approach Roads :

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

the purpose of transporting labourers and materials etc. The

VADODARA MUNICIPAL CORPORATION, however, will not

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

be entirely the

responsibility of the contractor to provide and maintain such temporary

roads at his own cost for the purpose of movement of men, materials,

and equipment. Layout of such approach roads shall be submitted to

the Executive Engineer for his approval before undertaking the

construction of the same.

4. Supply of Materials :

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

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

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

in advance to avoid his labour remaining idle on account of non-receipt

of materials. No claim of extra payment due to or arising form delay in

supplying the materials by the Owner shall be entertained, but a

reasonable extension of period of contractor may be considered if

found justified. This is specified in clause no. (14) of General

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 Engineer.

7. Supply of Plant and Equipment Materials and Labour

The contractor shall make his own arrangements to produce all

construction plant and equipment for his work. He shall also forward

along with tender a list of type and number of the equipment with their

capacities in good working condition which he will use at site to ensure

completion of the work in specified time.

All materials, construction plants and equipments, etc. once brought by

the contractor on the site are not to be removed from there without the

written authority from the Executive Engineer. Also, the contractor

shall have adequate stock of spare parts for the equipment on the site

and work shall not be delayed on this account. Similarly all enabling

work built by the contractor for the main construction undertaken by

him are not be dismantled and removed without the written authority

from the Executive Engineer. Thus contractor shall at his own

expenses supply and provide all the construction plant, temporary

works materials both for temporary and for permanent works, labour

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

and about the works and other things of every kind required for the

construction, completion and maintenance of the works.

08. Rubbish and Clearance of Site :

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

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

and to his satisfaction. No separate rate shall be allowed for the

above. After the work is completed and a group of structures handed

over, the contractor shall clear the area surrounding the work of all

hutments, temporary structure and excess stores and remnants of

building materials such as brickbats, sand, kapachi, timber, steel etc.

at no extra cost the VADODARA MUNICIPAL CORPORATION and

land brought to its original conditions.

09. Bench Marks

The contractor shall protect surveyor’s bench marks line marks and

base line marks from damage of movement during the work.

The contractors shall inspect the site of work and ascertain site

conditions and the nature of soil to be excavated.

11.Execution of Works :

The contractor is responsible for the correct execution of his work in

accordance with the drawings provided to him and for all mistakes due

to working to wrong levels or center lines. When levels, center lines

and bench marks of reference have been once given to him by the

Deputy Executive Engineer in writing, it is his responsibility to record,

protect and maintain the said marks, and to work to the same, and no

complains can afterwards be attended to for excess work done

inconsequence of such levels not having been kept up and maintained

by the Contractor.

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

installation of fixed construction machineries, connections from pipelines,

locations of temporary buildings including labour camps and storage

materials, points of tapping electricity supply of connection. Also the

contractor shall not energize any approval of the Executive 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

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

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

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

accommodation for all his workman employed on the site. These shall be in

accordance with the rules and regulations of the owner. The lavatories and

sanitary accommodation shall be maintained in good sanitary, working and

disinfected conditions.

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

approval of the owner.

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

have a duly authorized agent at site from the commencement of work until

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

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

under the contract and agree to extra, omissions and varied items of work

and rates for the same. Such agent shall maintain on his staff a qualified

engineer and such other personnel as may be required for the efficient

execution of the work. Any notice under the contract shall be deemed to

have been serviced on the contractor is served upon such agent. The

contractor to carry out any rectification under the terms of the contractor

after the work is completed. The contractor shall have the same or another

duly authorized are using carried out. This is specified in clause no. (11) of

General Conditions.

18. The successful tenderer shall send a duly authorized competent

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

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

instructions, directions or explanations given by the City Engineer to such

representatives shall be held to have been given to the successful 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 Engineer.

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

and the sketches issued if any to the contractor for the purpose of execution

of work any omissions or inaccuracies are found by the contractor, he shall

bring the same forthwith to the notice of the Executive Engineer and get

them clarified immediately.

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

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

construction shall be produced by contractor from open market. Contractor

shall identify potential sources of material and shall make arrangements for

adequate and time bound supply of these items. Contractor shall have to

get the supply sources and material approved by Deputy Executive

Engineer before bringing material to site. No extension of time shall be

granted for completion of work on account of delays resulting due to non-

availability of material, work, electricity etc. 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 contractor.

27. The VADODARA MUNICIPAL CORPORATION shall also deduct from

running bills submitted by the contractor an amount equivalent as

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

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

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 agreement.

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

agreement shall remain as it is and suitable period equipment to time

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

33. Sole Arbitrator

Municipal Commissioner, VADODARA MUNICIPAL CORPORATION

shall be the sole Arbitrator. For any disputes & differences of any kind

arising out of or in connection with the contractor or the carrying out of

the works during the progress of the works or after their completion

shall be referred to & settled by Municipal Commissioner, VADODARA

MUNICIPAL CORPORATION. The decision of the Municipal

Commissioner shall be final & binding to both parties.

The contractor shall take full responsibility for loss damages and the

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

and taken over by the owner. Without limiting such responsibility, the

contractor shall, in the joint names of the contractor and the owner, to

protect himself and the interest of the owner, insure the plant and each

part thereof for their full value until they have been taken over.

The contractor alone

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

insurance shall cover the equipment against loss, damages or

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

any cause whatsoever, throughout the duration of the contract. The

contractor shall deposit the policy or policies and receipts for the

premium paid with the owner. All money received under any policy

shall be applied in or towards the replacement and repair of the loss or

damage. The insurance must include provision for payment of foreign

currency as may be necessary in respect of any claim.

The work specified in the Tender for works expires taking into consideration the

extension of time, if any, for completion of the work, granted under

the relevant clause of the conditions of the contract in cases other

than those where such extension as necessitated on account of

default of the contractor. The decision of the City Engineer as

regards the Operative period of the contract, shall be final and

binding on the contractor.

દલક્ષર્ ઝોનમાું વાધર્િક ઈજારાથી મખ્ય ટી.પી. રસ્તા તથા આંતરીક રસ્તાઓ ઉપરના પોટહોલ્સ/ખાડાન ું SOP મજબ પેચવકક કરવાન ું

એફીડેવીટતથા માલિક સાથેન ુ ાં MOU પુરેપરુ ી સમયમયાધદા માટે રજૂ કરવાનુ રહેર્ે, જે સાથે પ્િાન્ટના િેટેસ્ટ માલિકી

દર્ાધવતા પુરાવા પણ આપવાના અને ઉલ્િેખ કરવાનો રહેર્ે અને આ એફીડેવીટતથા માલિક સાથેન ુ ાં MOU જયાાં સુધી

માન્યતા રહેર્ે જેનો પણ ઉલ્િેખ કરવાનો રહેર્ે. એફીડેવીટતથા માલિક સાથેન ુ ાં MOU નો PERFORMAવડોદરા

૮. સદર કામે ઇજારદારે સ્પેર્ીહફકેર્નમાાં જણાવ્યા મુજબનો બીટુમીન સરકાર માન્ય સાંસ્થા IOCL (આઇ.ઓ.સી.એિ) HPCL

(એચ.પી.સી.એિ) ,BPCL (બી.પી.સી.એિ). માાંથી િાવવાનો રહેર્ે. તથા IOCL (આઇ.ઓ.સી.એિ) HPCL

(એચ.પી.સી.એિ), BPCL(બી.પી.સી.એિ), માાંથીમેળવેિ બીટુમનઅંગેના મુળ લબિ તથા ટે સ્ટીંગની ખાતામાાં ખાતરી

Bitumen Rate- ૧૬-૧૧-૨૦૨૫ થી ૩૦-૧૧-૨૦૨૫ Rs. ૪૨,૫૨૨.૦૦ Per Mt ને બેઝ રે ટ ગણીને સ્ટારરે ટ

૩૬. ઇજારદારે જે તે કામ ર્રૂ કરતા પહેિા DBM તથા B.C. ની આઇટમ માટે સરકારી કે સરકાર માન્ય િેબોરે ટરી

૩૭. ઇજારદારે કરે િ કામોમા સરકાર/વી.એમ.સી .માન્ય સાંસ્થા અથવા R.I.T.E.S/ C.E.I.L./ WAPCOS / G.E.R.I.

૪૧.ઇજારદારે પોતાના બેચમીિ પ્િાન્ટમાાં દે ખરે ખ હેત ુ સાંદભધ ફરજીયાત SCADA AUTOMATION PROJECT SYSTEM

કરે િવ.મ.પા.ના અવધકારી/કમધચારી, થડધ પાટી ઇન્સપેકર્નના પ્રવતવનધી SCADA AUTOMATION PROJECT

SYSTEM સતત કાયધરત છે કે નહીં તેની તપાસણી કરી ર્કર્ે .તપાસણી દરમ્યાન જો આ સીસ્ટમ કાયધરત નહીં

૪૩. ઇજારદાર પાસે પોતાની માલિકીનુ ાં કોલ્ડ મીિીંગ મર્ીન (COLD MILLING MACHINE) હોવુ જોઇએ

અથવા જો ઈજારદાર પાસે પોતાની પોતાની માિીકીનુ કોલ્ડ મીિીંગ મર્ીન (COLD MILLING

MACHINE) ન હોઇ તો ઈજારદારે કોલ્ડ મીિીંગ મર્ીન (COLD MILLING MACHINE)સ્વતાંત્ર રીતે

સાથેન ુાં MOUપુરેપરુ ી સમયમયાધદા સુધીનુરજ

VADODARA MUNICIPAL CORPORATION

TECHNICAL SPECIFICATION

SPECIFICATION OF BITUMINOUS WORK

આઇટમ નુંબર :૨: અત્રેની સ ૂચના મુજબ બતાવ્યા પ્રમાણેના સ્થળે é પેચવકધ કરવા માટે groove cutter machine ની મદદથી

રોડ કટીંગ કરવાનુ ાં રહેર્ે. groove cutter machine ચિાવવા માટે જરૂરી જનરે ટર ,રેક્ટર, અન્ય મર્ીનરી તેમજ મેન-પાવર

Milling work of the road surface on Bituminous/ Rigid pavements and stacking the same

at any of the Municipal Depot/store/places as directed by Engineer in charge within

Vadodara city limit.

The work to be executed under this Specification consists of the removal of Asphalt and Concrete

surface by cold milling to a specified depth, the hauling of the cold milled material to designated

stockpiles and disposal areas and the sweeping of the pavement.

CONTROL OF TRAFFIC

1. The Contractor shall take all necessary steps to avoid or minimise delays and inconvenience to

road users during the course of the work. When adequate detours orside-tracks are included in the

contract, or are otherwise available, traffic shall be temporarily diverted while the work is in

2. If facilities for the diversion of traffic are not available, the Contractor shall arrange the work to

provide for the flow of traffic in accordance with the requirements of the controlof traffic.

3. In addition, on the approaches to the work and at intervals for the appropriate reflected signage

board/ instruction board/ road safety instrument as per requirement, shall be clearly displayed.

4. All traffic control personnel are to possess valid state drivers licences and relevant certification in

accordance with the control of traffic.

5. Responsibility pertaining to the qualifications of Traffic Control personnel shall be borne by the

6. All costs occurring as a result of obtaining equipment, personnel or services to provide traffic

control to comply with the requirements of this Specification shall beborne by the Contractor.

CONTROL OF WORK

1. The Engineer In Charge may direct the depth, width, length, alignment and section of road

to be cold milled at any time.

2. The Engineer In Charge may order work to cease temporarily on account of dust nuisance,

excessive windrows or loose material, excessive roughness of the cold milled surface or

any circumstances which the Engineer In Charge considers may adversely affect the work or

COLD MILLING OPERATION

1. The operation of the cold milling machine shall be controlled either by levelling beam orstring line

and automatic sensors unless otherwise approved by the Engineer In charge.

2. The nominated depth(s) of cut of the cold milling machine shall be as directed by the Engineer In

Charge. The cut shall be automatically controlled, with the control set such thatthe maximum

difference in levels between adjacent runs shall not exceed 5mm. The average depth of cut

measured across the cut from the adjacent surfaces to the top of the milled surface and at intervals

along the work shall not vary by more than 5mm from the specified thickness. When string line and

automatic sensors are used the top of the milled surface shall not vary by more than 5mm from the

specified depth below the string line.

3. Prior to milling operations the Contractor shall determine, using appropriate equipment such as

metal detectors etc, the location of any hidden utilities or buried objects that maybe damaged by

milling operations. The onus of locating such structures and determining their susceptibility to

damage by operations are the sole responsibility of the Contractor.

4. The Contractor shall liaise with the relevant Authorities for all underground utility

services within the site of the works. The utility Authorities’ contact persons are shown in the

general Specification,

5. If in the opinion of the Engineer In Charge, the milled floor contains material that is deemed

unsuitable, that material shall be milled to a depth as directed by the Engineer In Charge.

Additional payment shall be based upon a square meter rate commensurable with the remainder of

the works quoted.

6. When milling near access chambers or other similar structures the cold milling machine

shall be operated as close as possible to the structure without causing damage to it. The remaining

asphalt and base course shall be removed by hand or other method approved by the Engineer In

Charge. A ramp using asphalt shall be formed and compacted around the structure. The ramp

shall have a minimum taper length of 1.0m for each 50mm thickness of asphalt and concrete

surface removed or part thereof. This work shall not constitute avariation of contract.

7. At the end of the day’s work, or whenever the milled pavement is left un attended and reopened to

traffic, the work shall be arranged so that no longitudinal or transverse edgesof milled asphalt and

base course, which can affect traffic, are left unattended. Prior to reopening the milled pavement to

unrestricted use by traffic and at the end of the day's work, the final milled lane shall be bevelled

such that the maximum lip between the milled run and the un milled run does not exceed 10mm.

When bevelling is not possible, the fall off in levels shall be ramped with milled material.

8. Longitudinal and transverse ramps, used to tie the milled surface into the existing road levels, shall

have a minimum taper length of 1m for each 50mm variation in levels or part thereof. Where the

speed limit exceeds 60km/h, transverse ramps shall have a taper lengthof 2.5m for each 50mm.

9. Any material not removed by the cold milling machine adjacent to concrete medians,

kerb and gutter or drainage structures such as pit grates shall be removed by hand or other means

approved by the Engineer In Charge. When necessary for traffic safety, or when directed by the

Engineer In Charge, milled material or asphalt ramps shall be placed by the Contractor.

10. Any weakened planes of asphalt and base course which are not removed by the milling operation

but in the opinion of the Engineer In Charge will break up under traffic shall be removed either by

an additional pass of the cold milling machine or by other means to thesatisfaction of the Engineer

11. Following the cold milling operation all loose material shall be removed from the road pavement,

gully pits and median areas. The pavement shall be swept and the site left in a clean and tidy state

to the satisfaction of the Engineer In Charge. All cold milled material shall be removed from the site

and transported to stockpile site(s) or otherwise removed from the site to the satisfaction of the

Engineer In Charge.

12. If sub-surface utilities or structures are damaged by milling operations, the Contractor shall notify

the relevant Authority and arrange for the damage to be rectified to reinstate the utility or structure

to pre-construction condition. All costs associated with such rectification works shall be borne by

the Contractor.

13. Prior to covering the milled surface, the Contractor shall arrange to inspect the surface with the

Engineer In Charge prior to the removal of milling equipment from site.

1. The Contractor shall supply sufficient trucks to enable a continuous output to be achieved by the

cold milling machine with minimal delay.

2. When loading by conveyor, the trucks shall back up and maintain a similar speed to the cold milling

machine. The driver shall distribute the load of milled material uniformly over the truck body. The

Contractor shall comply with all regulations regarding the covering and securing of loads where

applicable. The cover shall overlap the truck body by at lSouth 250mm and be tied down securely.

3. Any Shifting Charges for Shifting of Milling Machine/ Dumper or any other machineries from one

road/one zone to another road/ zone for carry out milling work within VMC limit shall be borne by

Contractor. No Compensation shall be paid towards such type of Shifting.

4. Any Damages/ Settlement/ Breakages occurred in Milling machine and any other machineries

deployed during the Milling work or shifting or any other reasons shall also be borned by Contractor

Whatever Machineries required to remove/ uplift the machineries from settlement portion/ fallen

Condition of milling machine shall also be arranged by contractor. No compensation shall be given

to contractor in such type of cases.

5. If any damages/ accident of public properties/ Vehicles occurred during work/ shifting of

machineries (required for subject work) whatever damages Compensation/ Expenses done towards

such cases, Contractor shall have to take all type of Liabilities in such cases.

DISPOSAL OF MILLINGS

1. Proposed stockpile site(s) shall be nominated by the Engineer In Charge.

2. The cold milled material shall be tipped in orderly stockpiles and not isolated heaps. When

measurement is by volume, the stockpiles shall be levelled to a height of 2 metresand be

uniform in shape.

3. Where the Engineer In Charge does not wish to keep the R.A.P. , the Contractor will be

fully responsible for their disposal. (R.A.P. = Reclaimed asphalt pavement which is the

outcome product by process of milling.)

4. Unless otherwise specified or instructed, the milled material shall be stockpiled at the

specified depot and the ownership of the milled material will be of V.M.C. In any case if the

milled material is not required by V.M.C., the same shall be disposed off by contractor

without any extra payment for that.

5. The Contractor shall stock the R.A.P . (R.A.P. = Reclaimed asphalt pavement which is the

outcome product by process of milling.) material at specified depots within city limit, as directed

by Engineer Incharge. The ownership of the R.A.P material will be of V.M.C.

Vadodara Municipal Corporation (VMC) has decided to undertake the Milling work of

the various roads within Vadodara city limit.

The roads are at different locations in different zones within Vadodara municipal

corporation limit.( As end required basis)

1. The Municipal Corporation reserves the right to decide priority of the

2. The Vadodara Municipal Corporation reserves the right to add / deduct the

3. Size of the milling of any road shall be Minimum of 10 sq.mt. to any extent

and the same shall be executed as per the instructions of Engineer InCharge.

4. Milling work up to 50 mm depth shall be paid at a rate finalized for 50 mm

depth of milling. Milling work more than 50 mm shall be paid according to the

rates finalized as per the accepted bid against milling depth ( Fixed or pro-

rate basis considering intra polatiem method.)

The successful bidder will be expected to complete the works by the

intended completion date specified in the Contract Data.

આ આઇટમનો રે ટ ઈજનેર ઈન્ચાર્જ ની સ ૂચના મુજબ ભાડાના ધોરણે JCB મર્ીન સપ્િાય કરવાનો છે . જેમા તમામ

જરૂહરયાત જેવી કે , ર્ીફટીંગ, ડીઝિ/પેરોિ અને તેને JCB મર્ીન ચિાવવા સાથેનો અને ઉપયોગી અને લબન-

ઉપયોગી સામર અીને અિગથી સ્ટોરમાાં સ્ટે કીંગ કરવા માટે નો છે . JCB મર્ીન ચાલુ ન હોય તેવા સાંજોગોમાાં મર્ીનના

501 GENERAL REQUIREMENTS FOR BITUMINOUS PAVEMENT LAYERS

Bituminous pavement courses shall be made using the materials described in the

Specifications.

The use of machinery and equipment mentioned in various Clauses of these Specifications is

mandatory. Details of the machinery and equipment are available in the Manual for Construction

and Supervision of Bituminous Works. The equipment mandatory for any particular project

shall be in accordance with the Contract Specifications for that project.

501.2 Materials

The binder shall be an appropriate type of bituminous material complying with the relevant

Indian Standard, as defined in the appropriate Clauses of these Specifications, or as

otherwise specified herein. The choice of binder shall be stipulated in the Contract or by

the Engineer. Where viscosity grades of bitumen are specified, they are referred to by a

designation in accordance with IS:73. Where modified bitumen is specified, it shall conform to

the requirements of IRC:SP:53 and IS:15462; and the following provision of this Specification

i) Modified bitumen from refinery sources or blended at approved central

plant or at site using appropriate industrial process and plant with high

shear mill, and testing facilities to achieve stable and homogenous mix

shall be used. The use of high shear mixer or any other device capable

of producing a homogeneous blend is essential when the modifier is in

ii) Transportation tanks and storage tanks shall be insulated and equipped

with effective heating system and circulation/ agitating device to maintain

the specified temperature, homogeneity and viscosity of the bitumen

during transit and storage.

iii) Separation, difference in softening point (R&B), shall not be more than

3ºC for any type of specified modified bitumen when tested as per

Annex B of IS:15462.

Selection criteria for viscosity grade bitumen, based on highest and lowest daily mean

temperatures at a particular site, are given in Table 500-1.

Selection criteria for modified bitumen shall be in accordance with IRC:SP:53.

Table Table500-1:SelectionCriteriaforViscosity-

Graded(VG)PavingBitumensBased on Climatic

LowestDailyMeanAirT HighestDailyMeanAirTemperature,ºC

emperature,°C Lessthan 20°C 20to 30°C Morethan 30°C

Morethan –10ºC VG-10 VG-20 VG-30

-10ºCor lower VG-10 VG-10 VG-20

Both the highest daily mean air temperature and the lowest daily mean air temperatures

mentioned in Tables 500-5 and 500-6 can be obtained for the weather station nearest to

the project site from the Indian Meteorological Organization (IMO). This daily mean high

temperature on a specific day is the same as daily “normal” high temperature for that

day as usually reported in some newspapers. The highest of the 365 daily mean high air

temperatures (which usually occurs on some day in May or June) is used in Tables 500-5 and

500-6. Likewise, the lowest daily mean air temperature (which usually occurs on some day in

January) can also be obtained from the IMO. Since these are mean temperatures based on

the average of 30-40 years data, these temperatures are significantly lower than the absolute

maximum temperatures, which may have occurred in a specific year.

501.2.2 Coarse Aggregates

The coarse aggregates shall consist of crushed rock, crushed gravel or other hard material

retained on the 2.36 mm sieve. They shall be clean, hard, durable, of cubical shape, free from

dust and soft or friable matter, organic or other deleterious matter. Where the Contractor’s

selected source of aggregates has poor affinity for bitumen, the Contractor shall demonstrate

through test results that with the use of anti-stripping agents, the stripping value is improved

to satisfy the specification requirements. The Engineer may approve such a source and, as

a condition for the approval of that source, the bitumen shall be treated with approved

antistrippingagents, as per the manufacturer’s recommendations, at the cost of the Contractor.

Where crushed gravel is proposed for use as aggregate not less than 90 percent by weight

of the crushed material retained on the 4.75 mm sieve shall have at least two fractured

faces, except that in the case of bituminous concrete the requirement in this regard shall be

The aggregates shall satisfy the physical requirements set forth in the individual relevant

clause for the material.

501.2.3 Fine Aggregates

Fine aggregates shall consist of crushed or naturally occurring material, or a combination of

the two, passing 2.36 mm sieve and retained on the 75 micron sieve. They shall be cleanhard,

durable, dry and free from dust, and soft or friable matter, organic or other deleterious

matter. Natural sand shall not be allowed in binder and wearing courses. However, natural

sand upto 50 percent of the fine aggregates may be allowed in base courses. Fine aggregates

shall have a sand equivalent value of not less than 50 when tested in accordance with the

requirement of IS:2720 (Part 37). The plasticity index of the fraction passing 0.425 mm shall

not exceed 4 when tested in accordance with IS:2720 (Part 5). The fine aggregates shall

satisfy the physical requirements set forth in the individual relevant-clause for the material in

501.2.4 Sources of Material

The sources of materials proposed to be used by the Contractor shall be tested to the

satisfaction of the Engineer who shall give the necessary approval. The Engineer may from

time to time withdraw approval of a specific source, or attach conditions to the existing

approval. Any change in aggregate source for bituminous mixes shall require a new mix

design, and laying trials, where the mix is based on a job mix design. Stockpiles from different

sources, approved or otherwise, shall be kept separate, such that there is no contamination

between one material and another. Each source submitted for approval shall contain material

sufficient for at least 5 days’ work.

Pre-mixed bituminous materials shall be prepared in a hot mix plant of adequate capacity and

capable of yielding a mix of proper and uniform quality with thoroughly coated aggregates.

Appropriate mixing temperatures are given in Table 500-2 of these Specifications. the

difference in temperature between the binder and aggregate shall at no time exceed 14ºC. In

order to ensure uniform quality of the mix and better coating of aggregates, the hot mix plant

shall be calibrated from time to time. The essential features of the hot mix plants are given in

Annex A of IRC:27.

Table500-2:Mixing, Laying and Rolling Temperatures for Bituminous

Mixes (DegreeCelcius)

BitumenVis BitumenT Aggregate MixedMateri LayingTe *RollingTe

cosityGrade emperature Temperature alTemperatu mperature mperature

Rollingmust be completed before the mat cools to these minimum temperatures

If a continuous type mixing plant is used, the Contractor must demonstrate by laboratory

analysis that the cold feed combined grading is within the grading limits specified for that

bituminous bound material. In the case of a designed job mix, the bitumen and filler content

shall be derived using this combined grading.

501.4 Transporting

Bituminous materials shall be transported in clean insulated and covered vehicles. An asphalt

release agent, such as soap or lime water, may be applied to the interior of the vehicle to

prevent sticking and to facilitate discharge of the material.

501.5.1 Weather and Seasonal Limitations

Laying shall be suspended:

i) In presence of standing water on the surface;

ii) When rain is imminent, and during rains, fog or dust storm;

iii) When the base/binder course is damp;

iv) When the air temperature on the surface on which it is to be laid is less

than 10ºC for mixes with conventional bitumen and is less than 15ºC for

mixes with modified bitumen;

v) When the wind speed at any temperature exceeds the 40 km per hour

501.5.2 Cleaning of Surface

The surface on which the bituminous work is to be laid shall be cleaned of all loose and

extraneous matter by means of a mechanical broom and air jet. The equipment for applying

a high pressure air jet from a compressor to remove dust or loose matter shall be available

full time at the site.

501.5.3 Spreading

Prior to spreading the mix, the base shall be prepared by carrying out the required operations

as per Clause 501.8 depending upon the site conditions. Except in areas where paver cannot

get access, bituminous materials shall be spread, levelled and tamped by an approved

selfpropelledpaving machine equipped with an electronic sensing device. The essential

featuresof the paver finisher shall conform to Annex A of IRC:27. As soon as possible after

arrivalat site, the materials shall be supplied continuously to the paver and laid without delay.

The rate of delivery of material to the paver shall be regulated to enable the paver to operate

continuously. The travel rate of the paver, and its method of operations, shall be adjusted

to ensure an even and uniform flow of bituminous material across the screed, free from

dragging, tearing and segregation of the material. In areas with restricted space (such as

confined space, foot ways, of irregular shape and varying thickness, approaches to expansion

joints, etc.) where paver cannot be used, the material shall be spread, raked and levelled with

suitable hand tools by trained staff.

The minimum thickness of material laid in each paver pass shall be in accordance with

the minimum values given in the relevant parts of these Specifications. When laying binder

course or wearing course approaching an expansion joint of a structure, machine laying

shall stop 300 mm short of the joint. The remainder of the pavement up to the joint, and the

corresponding area beyond it, shall be laid by hand, and the joint or joint cavity shall be kept

clear of surfacing material.

Bituminous material, with a temperature greater than 145°C, shall not be laid or deposited

on bridge deck water-proofing systems, unless precautions against heat damage have been

approved by the Engineer.

501.5.4 Cleanliness and Overlaying

Bituminous material shall be kept clean and uncontaminated. The only traffic permitted to run

on bituminous material to be overlaid shall be that engaged in laying and compacting the next

course or, where a binder course is to be sealed or surface dressed, that engaged on such

surface treatment. Should any bituminous material become contaminated, the Contractor

shall make it good to the satisfaction of the Engineer, in compliance with Clause 501.8.

Binder course material shall be covered by either the wearing course or surface treatment,

whichever is specified in the Contract.

501.6 Compaction

Bituminous materials shall be laid and compacted in layers, which enable the specified

thickness, surface level, regularity requirements and compaction to be achieved.

Compaction of bituminous materials shall commence as soon as possible after laying.

Compaction shall be substantially completed before the temperature falls below the minimum

rolling temperatures stated in the relevant part of these Specifications. Rolling of the

longitudinal joints shall be done immediately behind the paving operation. After this, rolling

shall commence at the edges and progress towards the center longitudinally except that on

super-elevated and unidirectionally cambered portions, it shall progress from the lower to the

upper edge parallel to the center line of the pavement. Rolling shall continue until all roller

marks have been removed from the surface. All deficiencies in the surface after laying shall be

made good by the attendants behind the paver, before initial rolling is commenced. The

initial or breakdown rolling shall be done with 8–10 tonne static weight smooth-wheel rollers.

The intermediate rolling shall be done with 8–10 tonne static weight or vibratory roller or with

a pneumatic tyre roller of 12 to 15 tonne weight, with a tyre pressure of at least 0.56 MPa.

The Contractor shall demonstrate the efficiency of the equipment proposed to be used by

carrying compaction trials. The procedure for site trials shall be submitted to the Engineer

for approval. The finish rolling shall be done with 6 to 8 tonne smooth wheel tandem rollers.

Rolling shall continue until the specified compaction is achieved.

Where compaction is to be determined by density of cores, the requirements to prove the

performance of rollers shall apply in order to demonstrate that the specified density can be

achieved. In such cases the Contractor shall specify the plant, and the method by which he

intends to achieve the specified level of compaction and finish at temperatures above the

minimum specified rolling temperature. Laying trials shall then demonstrate the acceptability

of the plant and method used.

Bituminous materials shall be rolled in a longitudinal direction, with the driven rolls nearest

the paver. The roller shall first compact material adjacent to joints and then work from the

lower to the upper side of the layer, overlapping on successive passes by at least one-third of

the width of the rear roll or, in the case of a pneumatic-tyred roller, at least the nominal width

In portions with super-elevated and unidirectional camber, after the edge has been rolled, the

roller shall progress from the lower to the upper edge.

Rollers should move at a speed of not more than 5 km per hour. The roller shall not be

to stand on pavement which has not been fully compacted, and necessary precautions shall

be taken to prevent dropping of oil, grease, petrol/ diesel or other foreign matter on the

pavement either when the rollers are operating or standing. The wheels of roller machine

shall be in good working order, to prevent the mix from adhering to the wheels. Only sufficient

moisture to prevent adhesion between the wheels of rollers and the mix should be used.

Surplus water shall not be allowed to stand on the partially compacted pavement.

501.7.1 Where joints are made, the material shall be fully compacted and the joint

made flush in one of the following ways:

a) All joints shall be cut vertical to the full thickness of the previously laid

mix. All loosened material shall be discarded and the vertical face

coated with a suitable viscosity grade hot bitumen, or cold applied

emulsified bitumen. While spreading the material along the joint the

material spread shall overlap 25 mm to 50 mm on the previously laid

mix beyond the vertical face of the joint. The thickness of the loose

overlap material should be approximately a quarter more than the final

compacted thickness. The overlapped mix shall be dragged back to the

hot lane so that the roller can press the small excess into the hot side

of the joint to obtain a high joint density.

b) By using two or more pavers operating in echelon, where this is

practicable and in sufficient proximity for adjacent widths to be fully

compacted by continuous rolling.

501.7.2 All longitudinal joints shall be offset at least 300 mm from parallel joints in the

layer beneath or as directed, and in a layout approved by the Engineer. Joints in the wearing

course shall coincide with either the lane edge or the lane marking, whichever is appropriate.

Longitudinal joints shall not be situated in wheel track zones.

501.7.3 For transverse joints method a) above shall apply. Transverse joints in the

successive and adjoining layers shall have a minimum offset of 2 m.

DETAIL SPECIFICATIONS OF BITUMINOUS ITEMS

Providing and laying of average 65mm compacted /as suggested compacted thickness

dense bitumen macadam carpet using coarse aggreagete/fine aggregate/filler as per

required gradiation, applying tack coat at the rate of 3 Kg/10 Sq.mt. And using asphalt

VG-30 Vsicocity grade 4% by wt. of mix and mixing by BATCHMIX process spreading by

paver finisher and flushing Quarry dust on B.T. surface at the rate of 0.75 CM/100 Sq.Mt.

including consolidtion etc. complete by using Sevaliya , Timba area Quarry Material. (As

per M.O.R.T.H.)

505 DENSE BITUMINOUS MACADAM

The specification describes the design and construction procedure for Dense

BituminousMacadam, (DBM), for use mainly, but not exclusively, in base/binder and profile

correctivecourses. The work shall consist of construction in a single or multiple layers of

DBM on apreviously prepared base or sub-base. The thickness of a single layer shall be

505.2 Materials

505.2.1 Bitumen

The bitumen shall be viscosity grade paving bitumen complying with the Indian

StandardSpecificationIS:73,modifiedbitumencomplyingwithClause501.2.1orasotherwisespe

cifiedinthe Contract.

ThetypeandgradeofbitumentobeusedshallbespecifiedintheContract.

Requirments for Paving Bitumen (As per IS:73:2006)

SI. Characteristics Paving Grades Methods of Test Ref.to IS

i) Absolute viscosity at 600 C, Poises,Min. 2400-3600 IS 1206 (Part 2)

ii) Kinematic viscosity at 1350C cst,Min. 350 IS 1206 (Part 3)

iii) Flash Point. 220 IS 1448 p.69

(Cleveland Open up), 0C Min.

iv) Solubility in 99.0 IS

Trichloroethylene,percent,Min.

v) Penetration at 250C, 100g, 5s,0.1mm 45 IS

vi) Softening point (R&B), 0C Min. 47 IS

vii) Test on residue from thin firlm oven

a) Viscosity ratio at 600C, Max. 4.0 IS 1206 (Part 2)

b) Ductility at 250C,cm,Min, after thin- 40 IS

film oven test.

505.2.2 Coarse Aggregates

The coarse aggregates shall consist of crushed rock, crushed gravel or other hard

materialretainedon2.36mmsieve.Theyshallbeclean,hard,durable,ofcubicalshape,freefromdustan

d soft or friable matter, organic or other deleterious substances. Where the

Contractor’sselectedsourceofaggregateshaspooraffinityforbitumen,theContractorshallproducetes

tresultsthatwiththeuseofanti-

strippingagents,thestrippingvalueisimprovedtosatisfythespecificationrequirements.TheEngineer

mayapprovesuchasourceandasaconditionforthe approval of that source, the bitumen shall be

treated with an approved anti-stripping agent,as per the manufacturer’s recommendations, at the

cost of the Contractor. The aggregatesshallsatisfythe requirementsspecified inTable500-8.

Wherecrushedgravelisproposedforuseasaggregate,notlessthan90percentbyweightof

thecrushed material retained on the 4.75 mm sieve shall have at least two fracturedfaces.

505.2.3 Fine Aggregates

Fineaggregatesshallconsistofcrushedornaturallyoccurringmineralmaterial,oracombination of

the two, passing the 2.36 mm sieve and retained on the 75 micron

sieve.Theseshallbeclean,hard,durable,dryandfreefromdust,andsoftorfriablematter,organicor

other deleterious matter. Natural sand shall not be allowed in binder courses.

However,naturalsandupto50percentofthefineaggregatemaybeallowedinbasecourses.Thefin

eaggregateshallhaveasandequivalentvalueofnotlessthan50whentestedinaccordancewiththe

requirementofIS:2720(Part37).Theplasticityindexofthefractionpassingthe

0.425mm sieve shall not exceed 4, when tested in accordance with IS:2720 (Part 5).

Filter shall consist of finely divided mineral matter such as rock dust, hydrated lime

orcement approved by the Engineer. The filler shall be graded within the limits indicated

ThefillershallbefreefromorganicimpuritiesandhaveaplasticityIndexnotgreaterthan 4. The

Plasticity Index requirement shall not apply if filler is cement or lime. Where

theaggregatesfailtomeettherequirementsofthewatersensitivitytestinTable500-

8,then2percentbytotalweightofaggregate,ofhydratedlimeshallbeusedandpercentageoffineag

gregatereduced accordingly.

505.2.5 A ggregate Grading and Binder Content

505.2.5.1 When tested in accordance with IS:2386 Part 1 (wet sieving method),

thecombinedgradingofthecoarseandfineaggregatesandfillerfortheparticularmixtureshallfall within

the limits given in Table 500-10 for grading 1 or 2 as specified in the Contract. Toavoid gap

grading, the combined aggregate gradation shall not vary from the lower limit ononesieve to

higher limit on the adjacent sieve.

Table500-8:PhysicalRequirementsforCoarseAggregateforDenseBituminousMacadam

Property Test Specification MethodofTest

Cleanliness(dust) Grainsize analysis Max5% passing IS:2386Part I

Particleshape CombinedFlakinessand Max35% IS:2386Part I

ElongationIndices*

Strength LosAngelesAbrasionValue Max35% IS:2386Part IV

AggregateImpactValue Max27%

Durability Soundness either Max12% IS:2386Part V

:SodiumSulphate or

MagnesiumSulphate Max18%

WaterAbsorption WaterAbsorption Max2% IS:2386 Part III

Stripping Coatingand Stripping of Minimum IS:6241

BitumenAggregate Mix retainedcoatin

WaterSensitivity Retained Tensile Min.80% AASHTO283

* To determine this combined proportion, the flaky stone from a representative

sampleshould first be separated out. Flakiness index is weight of flaky stone metal

byweightofstonesample.Onlytheelongatedparticlesbeseparatedoutfromtheremaining(non

-flaky) stone metal. Elongation index is weight of elongated particles divided by totalnon-

flakyparticles.Thevaluesofflakinessindexandelongationindexsofoundareaddedup.

** If the minimum retained tensile test strength falls below 80 percent, use of anti

strippingagent isrecommended to meet the requirement.

Table500-9:Grading Requirements for Mineral Filler

ISsieve (mm) CumulativePercentPassingbyWeightofTotalAggregate

Table500-10:CompositionofDenseGradedBituminousMacadam

Nominal aggregatesize* 37.5mm 26.5mm

Layerthickness 75– 100 mm 50– 75 mm

ISSieve1(mm) Cumulative % by weight of total aggregate passing

Bitumencontent %bymass Min4.0** Min4.5**

* Thenominal maximum particle size is the largest specified sieve size upon which

any oftheaggregate is retained.

Correspondstospecificgravityofaggregatesbeing2.7.Incaseaggregatehavespecifi

cgravity more than 2.7, the minimum bitumen content can be reduced

proportionately.Further the region where highest daily mean air temperature is

30ºC or lower and lowestdailyairtemperatureis–

10ºCorlower,thebitumencontentmaybeincreasedby

505.2.5.2 BitumencontentindicatedinTable500-10istheminimumquantity.The

quantityshall be determined in accordance with Clause 505.3.

505.3 Mix Design

ThebitumencontentrequiredshallbedeterminedfollowingtheMarshallmixdesignprocedurecont

ained inAsphalt Institute Manual MS–2.

TheFinestoBitumen(F/B) ratiobyweightoftotalmixshallrange from0.6to1.2.

505.3.1 Requirements for the Mix

Apartfromconformitywiththegradingandqualityrequirementsforindividualingredients,themixtu

reshallmeettherequirements setoutinTable 500-11.

Table500-11:RequirementsforDenseGradedBituminousMacadam

Properties ViscosityGra Modified bitumen TestMethod

Hot climate Cold climate

Compactionlevel 75blows on each face of the specimen

Minimum stability (kN 9.0 12.0 10.0 AASHTOT245

Marshall flow (mm) 2– 4 2.5– 4 3.5– 5 AASHTOT245

MarshallQuotient 2– 5 2.5– 5 MS-2

%VoidsFilledwith 65–

Coating of 95%minimum IS:6241

TensileStrengthratio 80%Minimum AASHTOT283

%VoidsinMineralA Minimum percent voids in mineral aggregate

ggregate(VMA) (VMA)aresetoutinTable500-13

505.3.2 Binder Content

The binder content shall be optimized to achieve the requirements of the mix set out

inTable 500-11. The binder content shall be selected to obtain 4 percent air voids in the

mixdesign. The Marshall method for determining the optimum binder content shall be

adoptedas describedin theAsphalt Institute Manual MS-2.

Wheremaximumsizeoftheaggregateismorethan26.5mm,themodifiedMarshallmethodusing

150 mm diametre specimen described in MS-2 and ASTM D 5581 shall be used.

Thismethod requires modified equipment and procedures. When the modified Marshall test

isused,thespecifiedminimumstabilityvaluesinTable500-

12shallbemultipliedby2.25,andtheminimum flow shall be3mm.

Table500-12:MinimumPercentVoidsInMineralAggregate(VMA)

Nominal MinimumVMAPercentRelatedtoD

MaximumParticleS esignPercentageAir voids

Note: Interpolateminimumvoidsinthemineralaggregate(VMA)fordesignedpercentageairvoids

valuesbetween those listed.

505.3.3 Job Mix Formula

TheContractorshallsubmittotheEngineerforapprovalatleast21daysbeforethestartthe

work,thejobmixformulaproposedforuseintheworks,togetherwiththefollowingdetails:

i) Sourceandlocationofallmaterials;

ii) Proportionsof all materials expressed as follows:

a) Bindertype,andpercentagebyweightoftotalmix;

b) Coarse aggregate/Fine aggregate/Mineral filler as percentage

byweightoftotal aggregateincludingmineral filler;

iii) Asingledefinitepercentagepassingeachsieveforthemixedaggregate;

iv) Theindividualgradingsoftheindividualaggregatefraction,andthe

proportionofeachinthecombinedgrading;

v) The results of mix design such as maximum specific gravity of

loosemix (Gmm), compacted specimen densities, Marshall

stability,flow,

airvoids,VMA,VFBandrelatedgraphsandtestresultsofAASHTOT283Moi

sture susceptibility test;

vi) Wherethemixerisabatchmixer,theindividualweightsofeachtypeofaggreg

ate,andbinderperbatch;

vii) Testresultsofphysicalcharacteristicsofaggregatestobeused;

viii) Mixingtemperature and compacting temperature.

While establishing the job mix formula, the Contractor shall ensure that it is based on

acorrectandtrulyrepresentativesampleofthematerialsthatwillactuallybeusedintheworkand

that the mix and its different ingredients satisfy the physical and strength

requirementsoftheseSpecifications.

Approval of the job mix formula shall be based on independent testing by the Engineer

forwhich samples of all ingredients of the mix shall be furnished by the Contractor as

requiredbythe Engineer.

The approved job mix formula shall remain effective unless and until a revised Job

MixFormulaisapproved.Shouldachangeinthesourceofmaterialsbeproposed,anewjobmixform

ulashallbeforwardedbytheContractortotheEngineerforapprovalbeforetheplacingof the

505.3.4 Plant Trials – Permissible Variation in Job Mix Formula

Oncethelaboratoryjobmixformulaisapproved,theContractorshallcarryoutplanttrialstoestablish

thattheplantcanproduceauniformmixconformingtotheapprovedjob mix formula. The

permissible variations of the individual percentages of the variousingredients in the actual

mix from the job mix formula to be used shall be within the limits asspecified in Table 500-

13 and shall remain within the gradation band. These variations areintended to apply to

individual specimens taken for quality control tests in accordance withSection

Table500-13:PermissibleVariationsintheActualMixfromtheJobMixFormula

Description Base/binderCourse

Aggregatepassing 19 mm sieve or larger ±8%

Aggregatepassing 13.2 mm, 9.5 mm ±7%

Aggregatepassing 4.75 mm ±6%

Aggregatepassing 2.36 mm, 1.18 mm, 0.6 mm ±5%

Aggregatepassing 0.3 mm, 0.15 mm ±4%

Aggregatepassing 0.075 mm ±2%

Binder content ±0.3%

Mixingtemperature ±10°C

505.3.5 Laying Trials

Once the plant trials have been successfully completed and approved, the Contractor

shallcarry out laying trials, to demonstrate that the proposed mix can be successfully laid

andcompactedallinaccordancewithClause501.Thelayingtrialshallbecarriedoutona

suitableareawhichisnottoformpartoftheworks.Theareaofthelayingtrialsshallbea minimum of

100 sq.m of construction similar to that of the project road, and it shall be inall respects,

particularly compaction, the same as the project construction, on which thebituminous

materialis to be laid.

The Contractor shall previously inform the Engineer of the proposed method for laying

andcompacting the material. The plant trials shall then establish if the proposed laying

plant,compactionplant,andmethodologyiscapableofproducingsatisfactoryresults.Thedensity

ofthefinishedpavinglayershallbedeterminedbytakingcores,nosoonerthan24hoursafterlaying,

or by other approved method. The compacted layers of Dense Graded

BituminousMacadam(DBM)shallhaveaminimumfielddensityequaltoormorethan92%oftheden

based on theoretical maximum specific gravity (Gmm) obtained on the day of compaction

inaccordance withASTMD

Oncethelayingtrialshavebeenapproved,thesameplantandmethodologyshallbeappliedto the

laying of the material on the project, and no variation of either shall be acceptable,unless

approved in writing by the Engineer, who may at his discretion require further layingtrials.

505.4 Construction Operations

505.4.1 Weather and Seasonal Limitations

TheprovisionsofClause501.5.1shallapply.

505.4.2 Preparation of Base

ThebaseonwhichDenseGradedBituminousMaterialistobelaidshallbepreparedinaccordancewith

Clauses501and902asappropriate,orasdirectedbytheEngineer.

505.4.3 Geosynthetics

WhereGeosyntheticsarespecifiedintheContract,thisshallbeinaccordancewiththerequirementsst

505.4.4 Stress Absorbing Layer

Where a stress absorbing layer is specified in the Contract, this shall be applied in

accordancewith the requirements of Clause

505.4.5 Prime Coat

Where the material on which the dense bituminous macadam is to be laid is other than

abitumen bound layer, a prime coat shall be applied, as specified, in accordance with

theprovisions of Clause 502, or as directed by the Engineer.

505.4.6 Tack Coat

Where the material on which the dense bituminous macadam is to be laid is either

bitumenbound layer or primed granular layer, tack coat shall be applied, as specified, in

accordancewith the provisions of Clause 503, or as directed by the Engineer.

The work shall consist of the application of a single coat of low viscosity liquid

bituminousmaterial to existing bituminous, cement concrete or primed granular surface

preparatory tothe superimposition of a bituminous mix, when specified in the Contract or as

instructed bythe Engineer. The work shall be carried out on a previously repared surface in

accordancewith Clause 501.8.

503.2 Materials

The binder used for tack coat shall be either Cationic bitumen emulsion (RS 1) complyingwith

IS:8887 or suitable low viscosity paving bitumen of VG 10 grade conforming to IS:73.The use of

cutback bitumen RC:70 as per IS:217 shall be restricted only for sites at sub-zerotemperatures

or for emergency applications as directed by the Engineer. The type and gradeof binder for tack

coat shall be as specified in the Contract or as directed by the Engineer.

503.3 Weather and Seasonal Limitations

Bituminous material shall not be applied during a dust storm or when the weather is foggy,rainy

or windy or when the temperature in the shade is less than 10°C. Where the tack coat consists

of emulsion, the surface shall be slightly damp, but not wet. Where the tack coat isof cutback

bitumen, the surface shall be dry.

503.4 Construction

503.4.1 Equipment

The tack coat shall be applied by a self-propelled or towed bitumen pressure sprayer,

equippedfor spraying the material uniformly at a specified rate. Hand spraying shall not be

permittedexcept in small areas, inaccessible to the distributor, or narrow strips, shall be sprayed

witha pressure hand sprayer, or as directed by the Engineer.

503.4.2 Preparation of Base

The surface on which the tack coat is to be applied shall be clean and free from dust, dirt,

andany extraneous material, and be otherwise prepared in accordance with the requirementsof

Clauses 501.8. The granular or stabilized surfaces shall be primed as per Clause

502.Immediately before the application of the tack coat, the surface shall be swept clean witha

mechanical broom, and high pressure air jet, or by other means as directed by theEngineer.

503.4.3 Application of Tack Coat

The application of tack coat shall be at the rate specified in Table 500-5, and it shall be

applieduniformly. If rate of application of Tack Coat is not specified in the contract, then it shall

be therate specified in Table 500-5. No dilution or heating at site of RS1 bitumen emulsion shall

bepermitted. Paving bitumen if used for tack coat shall be heated to appropriate temperaturein

bitumen boilers to achieve viscosity less than 2 poise. The normal range of sprayingtemperature

for a bituminous emulsion shall be 20ºC to 70ºC and for cutback, 50ºC to 80ºC.The method of

application of tack coat will depend on the type of equipment to be used, sizeof nozzles,

pressure at the spray bar, and speed or forward movement. The Contractor shalldemonstrate at

a spraying trial, that the equipment and method to be used is capable ofproducing a uniform

spray, within the tolerances specified.

Table500-5:RateofApplicationofTackCoat

TypeofSurface Rate of Spray of Binder

Bituminous surfaces 0.20–

Granularsurfaces treated with primer 0.25–

Cementconcrete pavement 0.30–

503.4.4 Curing of Tack Coat

The tack coat shall be left to cure until all the volatiles have evaporated before any

subsequentconstruction is started. No plant or vehicles shall be allowed on the tack coat other

than thoseessential for the construction.

503.5 Quality Control of Work

For control of the quality of materials and the works carried out, the relevant provisions

ofSection 900 shall apply.

503.6 Arrangements for Traffic

During the period of construction, arrangements for traffic shall be made in accordance withthe

provisions of Clause

503.7 Measurement for Payment

Tack coat shall be measured in terms of surface area of application in square metres.

505.4.7 Mixing and Transportation of the Mix

The provisions as specified in Clauses 501.3 and 501.4 shall apply. Table 500-2 gives

themixing, laying and rolling temperature for dense mixes using viscosity grade bitumen. In

caseof modified bitumen, the temperature of mixing and compaction shall be higher than the

mixwith viscosity grade bitumen. The exact temperature depends upon the type and amountof

modifier used and shall be adopted as per the recommendations of the manufacturer. Inorder to

have uniform quality, the plant shall be calibrated from time to time.

505.4.8 Spreading

The provisions of Clauses 501.5.3 and 501.5.4 shall apply.

505.4.9 Rolling

The general provisions of Clauses 501.6 and 501.7 shall apply, as modified by the

approvedlaying trials. The compaction process shall be carried out by the same plant, and using

thesame method, as approved in the laying trials, which may be varied only with the

expressapproval of the Engineer in writing.

505.5 Opening to Traffic

It shall be ensured that the traffic is not allowed without the approval of the Engineer in

writing,on the surface until the dense bituminous layer has cooled to the ambient temperature.

505.6 Surface Finish and Quality Control of Work

The surface finish of the completed construction shall conform to the requirements of

Clause 902. All materials and workmanship shall comply with the provisions set out in

Section 900 of these Specifications.

505.7 Arrangements for Traffic

During the period of construction, arrangements for traffic shall be made in accordance withthe

provisions of Clause

505.8 Measurement for Payment

Dense Graded Bituminous Materials shall be measured as finished work either in

cubicmetres, tonnes or by the square metre at a specified thickness as indicated in the

Contractdrawings,or documents, oras otherwise directed bythe Engineer.

The contract unit rate for Dense Graded Bituminous Macadam shall be payment in full

forcarrying out all the required operations as specified and shall include, to all

componentslistedinClause501.8.8.2.

Directions for work

1. The samples of aggregates of required grading for the work shall be got approved from

the Engineers-in-charge prior to transportation and collection on Plant site. Only

approved material shall be transported and stacked as per requirement. Inferior

materials shall have to be removed from the plant site by the contractor at his own cost.

If contractor fails to remove the inferior type of materials from the plant site, the

department at the cost of contractor will remove the same. Collection of aggregates shall

be in different stacks according to various sizes of aggregates.

2. For the purpose of collection of materials, plant site shall be established at suitable

places, where batch mix plant shall be installed. Department will extend all necessary

cooperation in helping contractor to get near by corporationLand for establishing Plant

site. However; department is not responsible, if no such land is made available to the

contractor and in that case, the contractor will have to make his own arrangement for the

same. Incoming materials shall be recorded in a register for the purpose of record. The

binder shall be straight run Bitumen of a suitable grade as directed by the Engineer-in-

charge complying with I.S.73:2006.

3. Bituminous macadam should not be laid during rainy weather or when the base courseis

4. The base on which the bituminous macadam is to be laid shall be throughly swept and

scraped clean and free of dust and foreign matter.

5. Binder shall be heated to the temperature appropriate to the grade of bitumen used and

approved by the Engineer-in-charge and sprayed on the base at the rate specified. The

rate of spread of straight run bitumen for tackcoat shall be 3 kg. per 10 Sqm. area.

1. The binder content for premixing shall be 4% (Le. 40 KG/MT) of weight of the total mix

unless otherwise specified. The quantities of aggregates shall be sufficient to yield

specified thickness and achieve sp. density of DBM 2.20 gm/c.c. after compaction.

. The contractor shall get the job mix formula for the mix approved by the Engineer-in-

charge before starting the work. In order to obtain the required type of mix, the

department may change the proportion of bitumen and gradings of aggregates and

contractor shall have to collect the materials accordingly. Incase of increased or

decreased quantity will be adjusted at the rate provided in Annexure. The contractor shall

be responsible for ensuring proper proportioning of materials. In accordance with the

approved job mix formula and producing a uniform mix.

If Engineer in Charge of work feels fit for quality of mix, the job mix formula shall be

obtained from GERI or any Govt approved lab as suggested by VADODARA MUNICIPAL

CORPORATION The contractor shall provide the Aggregates in required quantity and

grading as directed by the Engineer-in-charge without any extra cost of Department.

07. Batch mix plant of adequate capacity and capable of producing proper and uniform

quality shall be used for preparing the mix. The plant may be either a batch type or a

continuous one, having a co-ordinated set of essential unit such as dryer for heating the

aggregates device, for batching feeding by weight or volume, the required quantities of

aggregates, a binder heating and control unit for measuring the correct quantity of heated

binder together with a paddle mixture for intimate mixing of the binder and aggregate.

Each hot mix plant shall be confirmed to component arrangements as per Appendix-A

attached herewith.

08. The temperature, of binder at the time of mixing shall be in the range 1500 C – 1650 C,

and that of aggregate in the range 1500 C – 1700 C. providing that, the difference in

temperature between the binder and aggregate at no time exceeds 140 C.

09. Mixing shall be thorough to ensure that; a homogeneous mixture is obtained in which all

particles of the aggregates are coated uniformly.

10. The mixture shall be transported from the mixing plant to the point of use in suitable

vehicles. The vehicles employed for transport shall be clean and the covered over transit

if so directed by the Engineer-in-charge.

11. The mix transported from the batch mix plant to the site shall be spread by means of a

self propelled mechanical paver with suitable screeds capable of spreading, temping and

finishing the mixture to specified grade, lines and cross sections.