MICRO SURFACING WORK OF TYPE-III &/OR TYPE-II ON VARIOUS ROADS/BRIDGES (AS PER REQUIREMENTS) WITHIN SURAT CITY LIMIT WITH CONTRACTORS OWN MACHINE. (PACKAGE-10) (5TH ATTEMPT)

NAME OF WORK : MICRO SURFACING WORK OF TYPE-III &/OR

TYPE-II ON VARIOUS ROADS/BRIDGES (AS PER

REQUIREMENTS) WITHIN SURAT CITY LIMIT WITH

CONTRACTORS OWN MACHINE. (PACKAGE-

10) (5TH ATTEMPT)

LAST DATE FOR ON LINE SUBMISSION OF TENDERS:

LAST DATE & TIME OF PHYSICAL SUBMISSION:

09/03/2026 UP TO 18.00 HRS. (IST)

TENDER NOTICE NO. DMC/RDD/11/2025-26

MICRO SURFACING WORK OF TYPE-III &/OR TYPE-II ON VARIOUS

ROADS/BRIDGES (AS PER REQUIREMENTS) WITHIN SURAT CITY LIMIT WITH

CONTRACTORS OWN MACHINE. (PACKAGE-10) (5TH ATTEMPT)

Sr. Particulars Page

1 NOTICE INVITING TENDER

2 SECTION-1:- NOTICE TO CONTRACTORS

3 SECTION-2:- SPECIAL INSTRUCTION

4 SECTION-3:- SPECIAL CONDITION FOR SECURITY DEPOSIT

5 SECTION-4:- SPECIAL CONDITIONS - A

6 SECTION-5:- SPECIAL CONDITIONS - B

7 SECTION-6:- ADDITIONAL INSTRUCTIONS TO THE PERSON TENDERING

8 SECTION-7:- GENERAL RULES AND DIRECTIONS

10 SCHEDULE - 'A'

11 SECTION-8:-PERCENTAGE RATE TENDER & CONTRACT FOR WORKS

GENERAL RULES AND DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS

12 SECTION-9:- Annexure - 01

13 SECTION-10:- SCOPE OF BID

14 SECTION-11:- ITEM WISE DETAILED SPECIFICATIONS FOR MICRO

SURFACING ROADS

15 SECTION-12:- GENERAL CONDITIONS OF CONTRACT

16 EARNEST MONEY RELEASE FORM

18 ANNEXURE-B- Not blacklisted affidavit

SURAT MUNICIPAL CORPORATION

ROAD DEVELOPMENT DEPARTMEN

E-Tender (On line) Invitation Notice:

Tender Notice No. DMC/RDD/11/2025-26

Organization Name SURAT MUNICIPAL CORPORATION

Department Name ROAD DEVELOPMENT DEPARTMENT

Scope of Work RESURFACING OF TYPE-III &/OR TYPE-II ON VARIOUS

ROADS/BRIDGES (AS PER REQUIREMENTS) WITHIN SURAT CITY LIMIT

BY MICRO SURFACING METHOD.

Tender Notice MICRO SURFACING WORK OF TYPE-III &/OR TYPE-II ON VARIOUS

ROADS/BRIDGES (AS PER REQUIREMENTS) WITHIN SURAT CITY LIMIT

WITH CONTRACTORS OWN MACHINE. (PACKAGE-10) (5TH ATTEMPT)

Tender Type Open

Bidder Nationality NCB

Product RESURFACING OF BITUMINOUS ROAD

Type of Contract Works

Bidding Currency Indian rupees

Joint Venture Not allowed

Schedule of E-Tender Pre-Bid Meeting date Bidders shall have to send their

queries on E-mail address

[email protected] on or

before 24-02-2026

Document downloading 20-02-2026 10.30 Hrs. onwards

Start date & time

Last date & time of online 27-02-2026 UP TO 18.00 Hrs.

Physical submission of ON OR BEFORE 09-03-2026

EMD, tender fee FROM 11.00 HRS. TO 18.00 HRS.

Opening of Tech. Bid 02-03-2026 AT 16.00 HRS. in the office of

(Online) ROAD DEVELOPMENT DEPARTMENT,

SURAT MUNICIPAL CORPORATION.

Opening of Price Bid INTIMATED LATER (ON LINE)

Bid validity period 120 days from date of opening of price bid

Project Duration 12 Months (excluding monsoon)

Payment Details Document Fee Rs.3600/- + 18 % GST = Rs.4248/- In

form of Account Payee Demand Draft

payable in favour of The Commissioner,

Surat Municipal Corporation.

EMD Rs.1,52,000/-to the extent of 100% in

(BID SECURITY) the form of Demand Draft or to the extent

of 50% in the form of Demand Draft or Pay

order of Nationalize

d/Scheduled bank in favour of

Commissioner, Surat Municipal Corporation,

Surat. & remaining 50%. in the form of

Bank Guarantee from banks as per list

attached and payable at Surat only.

Estimated Value Rs.1,51,46,634.65

General Terms & Bidders who wish to participate in this E-Tender will have to procure valid

Conditions digital certificate as per information Technology Act.2000. Bidders can

procure this certificate from any of the Government approved certifying

agency i.e. (n) Code Solution. Bidders shall upload the tender documents

after submitting the DD details for tender fees and EMD details online.

The Demand Draft toward Tender Document fees can be submitted along

with Earnest Money Deposit before the due date as specified above. This

should be as per details given online and it should be drawn before last

date of the uploading of the tender. The intending bidders shall have to

submit the following documents along with the EMD (BID SECURITY). The

Bidder should submit all the forms electronically only.

(a) The CD containing technical & financial details required for

evaluation dully digitally signed.

(b) Power of attorney.

(c) Company’s profile and certificate of registration of company

DOWNLOAD OF TENDER DOCUMENT :

The tender document for these work are available only in Electronic

format which can be download free of cost by the bidder.

SUBMISSION OF TENDER :

Bidder shall submit their offer in electronic format on above mentioned

website on or before the scheduled date and time as mentioned, after

Digitally Signing the same. No Price bid in physical form will be accepted

and any such offer if received by SURAT MUNICIPAL CORPORATION will

be out rightly rejected. Bidder shall have to submit separate account

payee DD for Tender Fee & EMD drawn in favour of Commissioner, Surat

Municipal Corporation, Surat.

OPENING OF TENDER:-

The Technical Bid will be opened on the specified date online on website

https://smctender.nprocure.com Bidders or their representative who wish

to participate in online tender opening can log on to

https://smctender.nprocure.com on the due date and time, mark their

presence and participate in online tender opening. Bidders who wish to

remain present at Surat Municipal Corporation, Road Development

Department at the time of tender opening can do so. Only one

representative of each firm will be allowed to remain present.

Information for online 1. Internet site address for e-Tendering activities will be

participation https://smctender.nprocure.com

2. Interested bidders can view detailed tender notice and download

tender document from the above mentioned website.

3. Bidders who wish to participate in online tender have to register

with the website through the ‘’New User Registration’’ link

provided on the home page. Bidder will create login id &

password on the own in registration process.

4. Bidders who wish to participate in this tender need to procure

Digital Certificate as per Information Technology Act-2000 using

that they can digitally sign their electronic bids. Bidders can

procure the same from any of the CCA approved certifying

agencies, or they may contact (n) code Solution at below

mentioned address and they will assist them in procuring the

same. Bidders who already have a valid Digital Certificate need

not to procure the same. In case bidders need any clarification

regarding online participation, they can contact

M/s (n)code solution

301, G.N.F.C. Info Tower,

Near Grant Bhagwati Hotel,

Ahmedabad 380 015 INDIA

URL: https://smctender.nprocure.com

5. Bidders who wish to participate in e-Tender need to fill data in

predefined forms of tender fee, EMD, Volume-1 of tender i.e.

PQ(Technical) Or experience details and Price bid only.

6. Bidder should upload scan copies of reference documents in

support of their eligibility of the bid with tender fee & EMD

Demand Draft in Electronic format through online(By scanning).

7. All document must be colored scanned to be seen as original.

8. All black and white or gray documents must be notarized with

clearly displaying stamp, number and name of the notary.

9. After filling data in predefined forms bidders need to click on final

submission link to submit their encrypted bid. All bidders must

submit following documents in hard copy to Surat Municipal

• Tender fee as mentioned in the tender.

• Earnest money deposit as mentioned in the tender (i.

DD/Bank guarantee)

• Affidavit on non Judicial stamp papers of Rs.300/- as per

 Undertaking by the tenderer for not black listed on

Rs.300/government stamp paper as per Annexure-B

• Addenda/Corrigendum. (If any)

As such instruction may be given by tendering authority for the

purpose of realization of Tender fee & EMD.

(a) The bidders should submit the demand draft / Bank guarantee for

EMD & tender fee in electronic format (by Scanning) through on

line while uploading the bid.

(b) However for the purpose of realization of Demand Draft / Bank

guarantee, the bidder should submit the demand draft / bank

guarantee in original through RPAD / speed post so as to reach to

be account department (SMC Main office) SMC Upto 09/03/2026,

18.00 hrs. as per Annexure-F Punitive action for not submitting

demand draft / bank guarantee in original to Account department

(Main office) by bidder shall be initiated and action shall be taken.

Any document in supporting of bid shall be in electronic format

only through online (by Scanning) and hard copy will not be

accepted separately.

- All documents should be colored scanned to be seen as original.

-All black and white or gray document must be notarized with

clearly displaying stamp, number and name of the notary.

Deputy Commissioner(D.)

Surat Municipal Corporation.

SURAT MUNICIPAL CORPORATION

ROAD DEVELOPMENT DEPARTMENT

NOTICE TO CONTRACTORS:-

1 Tender is invited for the work of MICRO SURFACING WORK OF TYPE-III &/OR

TYPE-II ON VARIOUS ROADS/BRIDGES (AS PER REQUIREMENTS) WITHIN

SURAT CITY LIMIT WITH CONTRACTORS OWN MACHINE. (PACKAGE-10)

(5TH ATTEMPT) as per estimated cost as stated in detailed Tender notice.

2 Information regarding works can be obtained from the Road Development Department

of Surat Municipal Corporation, Surat during the office hours between 11.00 A.M. to

P.M. Except Sunday and Holidays.

3 Acceptance of tender will rest with the competent authority who does not bind himself to

accept the lowest and reserves the right to reject any or all tender/tenders and no reasons

will be given for acceptance or rejection thereof. The competent authority of SMC

reserves right to split & distribute the work among two or more bidders. The

bidders whose tender is accepted will have to enter into a regular contract and abides by

all rules and regulations embodied in the tender.

4 The Contractor shall particularly note the units on which the rates are based. In case the

amount shown in the last column as worked out by the bidder ; differ from that worked

out from the quantity and the rates, the amount based on the rates will be taken as

correct. In case the rate in words differs from that in figure, the former will be taken as

correct. No change in units shall be allowed.

5 The Bidder shall have to attach invariably with the tender while submitting in

electronic format through online :-

a. The Bidder should submit Solvency Certificate of at least 20% of the total

estimated cost put to the tender. Solvency Certificate shall be issued by

schedule/Nationalized Bank only and should be Valid till the last date of

submission of tender Online. (Considering validity as 1 year from date of

issue of Solvency Certificate).

b. A list of similar type of completed works and works in hand showing the cost of the

work to be completed against each the Certificate from the Head of Office

concerned.( Schedule-D1,D2,D3)

c. Every Bidder shall furnish information regarding income-tax for the circle of the

District in which he is asked for income-tax, the PAN No. and year of assessment.

d. A copy of registration of minimum “B” Class or above or special category road “III”

or above issued by any central / State/ Local self Government or Equivalent.

e. Following Documents shall be submitted in HARD COPY to Surat Municipal

-- Earnest Money Deposit as mentioned in the Tender.

-- Tender Fee as mention in tender.

-- Affidavit on non-Judicial stamp paper of Rs.300/- as per (Annexure-A)

-- Undertaking by the tenderer for not black listed on Rs.300/- government

stamp paper (Annexure-B)

-- Addenda corrigendum (if any) duly signed by contractor.

-- Technical bid & price bid in Hard copy shall be submitted by successful

bidders upon intimation from SMC''

f. All type application contractors are required to have their own employer's code

number under EPF Act. 1952 and are required to comply the applicable provisions of

said statuted regularly and totally.

g. All the bidder has to provide Structure Organization in the format of Schedule A1 of

h. Reports on the financial statement of the bidder, Income tax return and (profit and

loss statement or auditor's reports) for the past five years as per schedule-B.

i. All the bidder has to provide Details of Litigation or Arbitration in the format of

Schedule E of Model forms.

6 The bidders which do not fulfill any of the condition or those in the printed form and

those tenders who are incomplete shall be forthwith rejected.

7 The contractor shall also attach list of machinery with proof of their ownership, their

possession and which they propose to use for the above mentioned works, as

prescribed in format "schedule-C" MODEL FORMS.

8 Tender once accepted shall be binding on the contractor even if the formal agreement is

9 Tender once offered cannot be withdrawn except with the permission of the Municipal

commissioner of Surat Municipal Corporation.

10 The successful bidder will be required to enter into agreement with the Surat Municipal

Corporation within 10 days from the date of issuance of work order.

11 Unless specifically mentioned by the bidder for the extra payment of taxes on prices

quoted by them, it will be presumed the prices quoted are inclusive of the taxes and no

claim will be entertained for payment of extra taxes on the bills submitted by them.

12 Each bidder shall have to affix his/their passport size Photograph with specimen

signature in Annexure-C attached with Technical bid and shall submit it online.

13 Each bidder shall have to attached Annexure-D for non submission of EMD & tender

fees in original to account department (Main office) by bidder including abeyance of

registration and cancellation of E-tendering code for one year.

14 In the case of bidders as partnership firm, they have to produce registered partnership

agreement with passport size photograph of each partners with their specimen

signatures and power of attorney to any one partner for bidding and other purpose shall

15 The bidder shall fill in the % above or below the estimated rates of various items in the

Bill of Quantities.

QUALIFYING CRITERIA OF BIDDER :-

The applicant who is not capable of meeting requirement listed below shall not be

qualified for the works. Post qualification will be based on the following minimum

criteria regarding their particular experience, financial position, personal and equipment

capabilities and other relevant information as demonstrated by the Applicant’s

responses in the forms attached to the letter of the application. The qualifications,

capacity and resources of the proposed subcontractors will not be taken into account in

determining the Applicants compliance with the qualifying criteria, except the same has

been certified and approved by principal employer who shall be government / semi

government / local self-government or government partnership stack company. The

applicants to note specifically that all information given including those in the form of

various formats must be supported by the certificates from respective authorities (not

less than Executive Engineer of equivalent) which must be attached with the tender.

a) Average Annual financial turnover during the last 3 years, ending 31st of March of the

previous financial year, should be at least 30% of Estimated Tender Cost.

b) Experience of having successfully completed similar woks during last 7 years ending

last day of month previous to the one in which bids are invited should be either of the

1) Three similar completed works costing not less than the amount of each work

equal to 40% of Estimated Cost.

2) Two similar completed works costing not less than the amount of each work

equal to 50% of Estimated Cost.

3) One similar complete works costing not less than the amount equal to 80% of

Estimated Cost.

4) The contractors / companies having registration of “B” Class or above class

OR Special Category Road “III” or above issued by any Central / State

Government or Equivalent and Similar work experience.

5) Joint Venture and subletting of work shall not be allowed.

c) The Contractor / Companies having solvency certificate of National or schedule

bank amounting to 20% of Estimated Tender Cost.Solvency Certificate should

be Valid till the last date of submission of tender Online. (Considering validity as

year from date of issue of Solvency Certificate).

"Similar work shall mean work of SURFACING/ RESURFACING OF ROADS

either by Polymeric methods, Microsurfacing methods, Mastic Asphalt

methods, specialized CRMB utilized methods and any Other specialized

methods other than conventional method."

It is further to clarify that if any of Similar work(s)/is/are on hand with the applicant, but

if the amount of the work done at the site is more than 80% of the total estimated cost

as on last date of the previous month in which tender is invited then amount of work

done for those work(s) will also be taken into consideration while evaluation.

Following enhancement factors will be used for arriving the cost of works executed and

the financial figures to a common base for the value of the works completed in India.

Year before Multiplying factor

Immediate last year of the

assessment year*

Applicant should indicate actual figures of costs and amount for the works executed by

them in the schedule without accounting for the above mentioned factors.

Each bidder should further demonstrate to qualify for this tender the

availability of the following key and critical equipment for this work:

1. Machineries either shall be owned or to be procured or shall have to submit

leased agreement/MoU or shall have to produce enough evidential document

corresponding to purchase order/ purchase invoice along with undertaking

on stamp paper of rupees Rs.300/- for making available the following

machine/equipment within one month of issuance of LOI/work order from

Note:- Attested copy of ownership proof and/or leased agreements/MoU

(along with supporting documents of ownership proof of other party) or

procurement proof made from date of submission of tender as supporting

documents, shall be produced. The lease agreements/MoU should be on

stamp paper of necessary amount valid until completion of contract for all

(A) 01(one) nos. Micro Surfacing Machine (fully mechanized with gauge

showing all ingredients of mix at any time during the operation along with

storage capacity for each constituent of micro surfacing layer and screed

fixation arrangement for uniform laying).

NOTE: In case of breakdown bidder shall have to provide undertaking on

government stamp paper of rupees Rs.300/- to bring/replace

machine within 120 hour.

Bidder will be bound to make arrangements for providing an additional

MICROSURFACING machine within 07 days and other required machinery as

per instruction of engineer in charge.

Failing to bring other machine within 120 hours of breakdown of working

machine will fetch penalty at a rate of Rs. 10000/- per day.

Calculation of days of penalty will start after 120 hours of breakdown of

working machine. i.e. the penalty is not applicable on first five days of

breakdown. Decision of Engineer in charge will be final and binding on both

the parties for penalty consideration and calculation and for any type of

(B) PTR (Pnumetic Tyre Roller)- 1 No

(C) Additional machine/equipments required:

(a)Water pump (b) Water tank (c) loader (d) Air compressor.

All types of tests that are required to be carried out as per IRC: SP: 81 and its

amendments and also as per MoRTH (5th revision) shall be carried as per required

frequency and as instructed by Engineer-in-Charge at the own expenses of contractor himself.

Mobile testing laboratory equipped with sufficient equipments for carrying out field test shall

also be made available as and when required and on instruction from Engineer-in-Charge.

Contractor shall also submit the MTC for all the necessary material to be used before starting

EXECUTIVE ENGINEER

ROAD DEVELOPMENT DEPARTMENT

SURAT MUNICIPAL CORPORATION.

SIGNATURE OF THE BIDDER :

SECTION-2:- SPECIAL INSTRUCTION

2.1"Following Documents shall only be submitted in HARD COPY to Surat Municipal

Corporation by all bidders."

• Tender fee as mentioned in the tender.

• Earnest money deposit as mentioned in the tender (i.

DD/Bank guarantee)

• Affidavit on non Judicial stamp papers of Rs.300/- as per Annexure-A

 Undertaking by the tenderer for not black listed on Rs.300/government stamp

paper as per Annexure-B

• Addenda/Corrigendum. (If any)

• E.M.D. & Tender fee shall be submitted in electronic format only through online (by

scanning) while uploading the bid. This submission shall mean that E.M.D. & tender fee

are received for purpose of opening the bid. Accordingly, offer/ tenders of those tenders

whose E.M.D. & tender fee is received electronically, shall be opened. However, for the

purpose of realization of EMD and tender fee, bidder shall send the EMD as well as

tender fee in required format in original through RPAD/ Speed post so as to reach to

Account Department (Main Office) SMC Upto 09/03/2026, 18.00 hrs. As per

Annexure-F Punitive action shall be initiated for non submission of EMD & tender fees

in original to Account Department (Main Office) by bidder. All documents in supporting

of bid shall be in electronic format only through online (by scanning) during the bidding

period & Hard copy will not be accepted separately.

• All documents must be colored scanned to be seen as original. Scanning in black and

white or gray shall not be acceptable.

• All the documents must be notarized with clearly displaying stamp, number and name

• In case of Non Submission of Earnest Money Deposit and Tender Fee in Original Hard

Copy/Physical Submission to main account department whichever may be the case

Penalty Action will be taken as per Annexure-F

2.2 Sealing & Marking of Bids

2.2.1 The bidder shall seal and send the demand draft (relevant to tender fee & Bid

security (EMD)) with Affidavit/Undertaking on Non Judicial Stamp Paper of Rs.300/- and

Addenda corrigendum (if any) in original in separate covers. Cover 1 shall be the outer

cover. Cover 2 shall contain documents listed in 2.1 a) , b) and c).

2.2.2 These shall:

a) Be reached to “Chief Accountant”. Surat Municipal Corporation, Muglisara, Surat

– 395003 only through speed post / RPAD within stipulated date & time. (I.e.

Upto 09/03/2026, 18.00 as per the tender notice)

b) Bear the following identification:

Bid for MICRO SURFACING WORK OF TYPE-III &/OR TYPE-II ON

VARIOUS ROADS/BRIDGES (AS PER REQUIREMENTS) WITHIN SURAT

CITY LIMIT WITH CONTRACTORS OWN MACHINE. (PACKAGE-10)

- Tender Notice no. DMC/RDD/11/2025-26

- Last date of online Submission: 27/02/2026 upto 18:00 HRS.

c) Have endorsement on outer cover:

-Do not Open Before 09/03/2026 up to 18:00 HRS.

2.3 In addition to the identification required in Sub-Clause 2.2.2 above, the inner covers

shall indicate the name and address of the bidder to enable the bid to be returned

unopened in case it is so decided pursuant to Clause 2.6 hereof.

2.4 If the outer cover is not sealed and marked as above, the Employer will assume no

responsibility for the misplacement or premature opening of the bid.

2.5.0 DEADLINE FOR SUBMISSION OF THE BIDS

Refer “schedule of E tender” & “General terms & conditions” mentioned in E

tender invitation notice.

2.6.0 LATE BIDS

2.6.1 Bid received by the Employer after the deadline prescribed in E- Tender (on line)

Invitation notice shall be returned unopened to the bidder.

2.6.2 No bid may be modified or withdrawn after the deadline for on line submission of bids

(After 18.00 hrs. on 27-02-2026).

2.6.3 Withdrawal or modification of a bid between the deadline for on line submission of bids

and the expiry of the original period of bid validity shall result in the forfeiture of the bid

3.0 CLARIFICATION OF BIDDING DOCUMENTS

Any Modification, Clarification of the bidding documents listed in INDEX above, which

may become necessary which shall be made through Online only and Bidders shall

have to send their queries on E-mail address [email protected]

on or before 24-02-2026 up to 17:00 HRS.

4.0 AMENDMENT OF BIDDING DOCUMENTS

4.1 The Employer may modify the bidding documents by issuing addenda, before the dead

line for submission of bids.

Any addendum thus issued shall be part of the bidding documents and shall be

communicated only through E-mail.

5.0 CURRENCIES OF BID AND PAYMENT

5.1 The unit rates and the prices shall be quoted by the bidder entirely in Indian Rupees.

All payments shall be in Indian Rupees

6.0 BID VALIDITY

6.1 Bids shall remain valid for minimum period of (120) days after the opening of the price

6.2 In exceptional circumstances, prior to expiry of the original validity period, the Employer

may request, that the bidders may extend the period of validity for a specified additional

period. The request and the bidder's responses shall be made in writing or by cable. A

bidder may not concede to the request without forfeiting his bid security. A bidder

agreeing to the request will not be required or permitted to modify his bid, but will be

required to extend the validity of his bid security for a period of the extension, and in

compliance with clause 9.1 hereof in all respects.

6.3 Bids which are valid for a shorter period than that required by the employer shall be

treated as non-responsive and be rejected.

7.0 BID SECURITY

7.1 The Bid security in the form of FDR or cheque shall not be accepted. The bidder shall

have to mention details of Bid Security on the sealed cover of Bid Security. The tender

received without Bid Security shall be out rightly rejected.

7.2 The bid security (EMD) of the successful bidder will be discharged when the bidder has

signed the Agreement and furnished the required initial security.

7.3 The bid security may be forfeited:

a) if the bidder withdraws / modifies the bid after bid opening during the period of Bid

b) if the bidder does not accept the correction of the bid price, pursuant to Clause

c) in the case of a successful bidder, if the Bidder fails within the specified time limit to

i) sign the Agreement or

ii) furnish the required performance security

7.4 The Bid Security (EMD) of bidders other than first and second (L1 & L2), will be returned

within 90 days of opening of financial bids.

8.0 CORRECTION OF ERRORS

8.1 Bids determined to be substantially responsive shall be checked by the Employer for any

arithmetic errors. Errors shall be corrected by the Employer as follows:

a) Where there is a discrepancy between the rates in figures and in words, the rate in

words shall govern; and

b) If there is an arithmetical error in totaling of individual items, the employer shall

compute the correct total and the same shall govern.

8.2 The amount stated in the Bid shall be adjusted by the Employer in accordance with the

above procedure for the correction of errors and, with the concurrence of the bidder,

shall be considered as binding upon the bidder.

8.3 If the bidder does not accept the corrected Bid Price, the Bid shall be rejected, and the

bid security may be forfeited in accordance with Sub-Clause 7.3 (b) of ITB.

Signature of Bidder

EXECUTIVE ENGINEER

ROAD DEVELOPMENT DEPARTMENT

SURAT MUNICIPAL CORPORATION.

SECTION-3 :- SPECIAL CONDITIONS FOR SECURITY DEPOSIT

(1) Contractor should place % (percentage) of security deposits according to tendered

amounts. Security deposit will be recovered from the contractor in following

(i) (A) If Tender costing less than 2.00 cr.

2% of the total tender amount as initial security deposit to be deposited by the

successful bidder before commencement of the work either in Cash or pay

order/Demand Draft.

(B) If Tender costing more than 2.00 cr.

2% of the total tender amount as initial security deposit to be deposited by the

successful bidder before commencement of the work either in Cash or pay

order/Demand Draft / FDR Bank guarantee (From the Nationalize Bank located in

Surat only). If the Initial security deposit is submitted in the form of Bank

guarantee, then it shall be valid till preparation of Final Bill. Contractor will be liable

to pay penalty as prevailing policy of Surat Municipal Corporation for any gap

between validity of Bank guarantee and its Renewal.

If the security deposit is not paid within 15 days from the date of work order,

then the penalty at the rate of 0.065% per day of the amount of security deposit

shall be charged. If, the security deposit is not paid within one month with interest,

necessary actions as per the conditions of contract shall be taken.

(ii) 2% of the total work done amount shall be deducted as retention money from the

running account bill which will be released at the time of final bill.

(iii) 5 (five) % of work done amount will be recovered as performance security deposit

from running bills.

Bidder can replace 5% Performance security deposit as per (iii) at the time of final

bill, with F.D.R. (From the Nationalize OR Schedule bank) located in Surat city

only) in parts mentioned below (A & B) respectively.

Initial security deposit of 2 (%) will become refundable after payment of final bill,

subject to deduction of amount due for expenses, if any.

Performance security shall be refundable stage wise as mentioned below during

defect liability period but only after no objection received from Audit Department.

(A) If Type-II and Type-III both layers applied (DLP period is 05 years)

(a) 10% of total amount of performance security deposit shall become refundable

(a) 10% of total amount of performance security deposit shall become refundable

after expiry period of two years from the date of final completion of work, subject

to deduction of amount due for expenses, if any.

(b) 20% amount of performance security deposit shall become refundable after

expiry period of three years from the date of final completion of work, subject to

deduction of amount due for expenses, if any.

(c) 30% amount of total amount of performance security deposit shall become

(c) 30% amount of total amount of performance security deposit shall become

refundable after expiry period of Four years from the date of final completion of

work, subject to deduction of amount due for expenses, if any.

(d) Remaining 40% amount of performance security shall become refundable at

the end of Five years (defect liability period) from the date of final completion of

work, subject to deduction of amount due for expenses, if any.

(B) If only Type-III layer applied (DLP period is 03 years)

(a) 30% of total amount of performance security deposit shall become refundable

(a) 30% of total amount of performance security deposit shall become refundable

after expiry period of two years from the date of final completion of work, subject

to deduction of amount due for expenses, if any.

(b) Remaining 70% amount of performance security shall become refundable at

the end of three years (defect liability period) from the date of final completion of

work, subject to deduction of amount due for expenses, if any.

(2) Defect liability period:

The contractor shall be responsible to make good and remedy at his own expense any

defect which may develop or may be noticed before the period mentioned in the

contract from the certificate date of completion. The Engineer in charge shall give the

contractor a notice in writing about the defects and contractor shall make good the

same within stipulated time mentioned (even during monsoon) in notice. In the case of

failure on the part of the contractor, the Engineer in charge may rectify or remove or

repair the work at the risk and cost of contractor and he shall be entitled to recover the

whole or any part of the amount of any or all security towards the expenses, if any

incurred by him.

EXECUTIVE ENGINEER

ROAD DEVELOPMENT DEPARTMENT

SURAT MUNICIPAL CORPORATION.

Signature of the Bidder.

SECTION-4 :- SPECIAL CONDITIONS - `A'

The following conditions treated as part of the tender documents.

1. All efforts will be made by the Corporation to pay the final Bill within 80 days from the

date of completion if possible.

2. The work shall be carried as per the present applicable timing laws of Police department

and as per the instructions given by Engineer-in-charge time to time. It is to be noted

that in no case the prevailing and applicable laws shall be violated, failing which,

consequences arises of that shall be the sole responsibility of the contractor only and

penalties in any form including any legal consequences or financial penalties shall be

borne by contractor only.

3. The Contractor shall make every endeavor to work during working hours only.

4. Calculating responsibility of Contractor for road damages within defect liability period,

Contractor will be given exemption from damages occurring due to excavation done for

laying various service lines.

5. Repairs of damages by Contractor at his own cost should be done under the supervision

of Municipal Technical Staff as per executed tender specifications.

6. No price variation or escalation shall be paid to the Contractor.

7. No compensation of any item shall be paid in case if any of the item from the “schedule

B” is omitted i.e. not executed at all.

8. Contractor should complete the Resurfacing work within 12 months (Excluding monsoon)

EXECUTIVE ENGINEER

ROAD DEVELOPMENT DEPARTMENT

SURAT MUNICIPAL CORPORATION.

Signature of the Bidder.

SECTION-5 :- SPECIAL CONDITION : `B'

1) Most of the roads within city limit are loaded with heavy traffic. On few such roads it

will be difficult to work during the day time, so on such roads contractor may have to

work during night hours as per instruction of Engineer-in-charge,[The Engineer-in-

charge shall mean EXECUTIVE ENGINEER/Zonal Officer of the concerned Zone /

For all the purpose connected with the work, the Contractor shall be allowed to use

water from the Municipal mains wherever available at prevailing rate. The Contractor,

however, will have to make their own arrangement to get it at their cost necessary

water connections from the Municipal mains. If the water is in the opinion of the Zonal

Officer / EXECUTIVE ENGINEER used improperly or wasted the Engineer, may cause

the supply of water to be discontinued or the water will be supplied to the contractors

at double the prevailing rate of water for the quantity of water. The contractors will be

charged for all the cost connected with making any connections with the mains that

may be required for the purpose of the work and after cutting of such connection,

besides the usual Municipal Charge for the use of meters, if any fixed by the Engineer-

in-charge to prevent the misuse or wastage of Water by the contractors, the Engineer

shall be at liberty to engage a Mukadam at the cost of the Contractor on providing in

force wages (exclusive of other charges levied by the Corporation under rules such as

dearness allowance and supervision charges etc.) for supervising and controlling the

use of water by the Contractor's men.

If Municipal water mains are not available near by the Contractor shall have to make his

own arrangements at his cost for potable water required for construction purpose.

(3) ELECTRIC SUPPLY :-

The Corporation will provide the electric supply for the work if possible. However

energy bill shall be paid by the Contractor. If in any case due to some reason electric

supply is not obtained then contractor shall have to make an additional provision of

Generator to operate plant and for that electric charge shall not be paid.

The rates quoted by the Contractor shall be deemed to be inclusive of Sales

Tax, VAT including royalty charges on all materials that the contractor will have

to purchase for performance of this Contract and no claim whatsoever in this

context shall be entertained. Surat Municipal Corporation shall not provide “C”

form for the tax purposes.

Out of the amount payable / Creditable to contractor’s account, the central

Government / State Government, taxes shall be deducted at source in

accordance with the relevant laws / rules prevailing form time to time.

 GST (Goods & Service Tax) has come in existence from 1st July,

Contractor/Successful Bidder is bound to pay any amount of GST prescribed by the Govt

of India as per the Term of Contract agreed upon during the course of execution of this

Contract. During the course of execution of contract if there is any change in Rate of

GST (Goods & Service tax) by the Government, the same shall be reimbursed/recovered

separately by SMC, subject to the submission of original Receipt /Proof for the amount

actually remitted by the Successful Tenderer / Contractor to the Competent Authority

along with a Certificate from Chartered Account of Contractor / Successful Bidder

certifying that the amount of GST paid to the Government and the same shall be

intimated / submitted / claimed within 30 (Thirty) days from the date of payment

Remittance of GST within stipulated period shall be the sole responsibility of the

successful Bidder / contractor, failing which, SMC may recover the amount due from any

other payable dues with SMC and decision of Municipal commissioner shall be final and

binding on the Contractor / Successful Bidder in this regard. Further, the non-payment

of GST to the Government may lead to the termination of contract and forfeiture of

Security Deposit/ Performance Guarantee Amount.

 All duties, taxes, and other levies except GST payable by the contractor under the

contract, or for any other cause shall be included in the rates, prices and total Bid Price

submitted by the Bidder. (GST will be paid extra).

 Payment of GST (prevailing rates) on the amount payable under the contract to the

Contractor will be made by the Employer. Hence, it is the responsibility of the contractor

to pay the GST to the concerned Authority.

 The rates quoted by the Contractor must be inclusive of all taxes prevailing on due date

of bid submission except GST. However, any subsequent changes in the tax structure by

Government after due date of bid submission will be compensated (+/-) on availability

or submission of factual documentation. Contractor will have to intimate Engineer

regarding changes occurred in the tax structure after bid submission. If the contractor

fails to provide such information and if any financial obligation may arise due to change

in tax structure, same will be recovered from the contractor.

 GST will be paid separately on the bills. Hence, it is the responsibility of the contractor

to pay the GST to the concerned Authority.

The Construction labour welfare cess shall be deducted from R.A. bill of the contractor

at the prevailing rate. The current rate of labor cess is 1% of the capital amount.

However, any new direct taxes imposed/withdrawal by the Govt./Semi Govt. OR

local authorities during contract period should be suitably reimbursed/recovered

after verifying satisfactory documentary evidence. No indirect taxes and/OR any

price variation on petroleum products and transportation will be consider for

The contractor will submit the invoice to the SMC having GSTIN of SMC mentioned

therein and the taxes shall be shown separately on the face of the invoice so as to claim

(5) VARIATION IN THE QUANTITIES OF WORK :-

Variation in the quantities of work in the bill of quantities shall not vitiate the contract.

The quantities shown in the tender are approximate and no claim shall be entertained

for quantities of work executed being less/more than those entered in the tender. The

Contractor shall be bound to carry out the additional work up to 30% (Thirty

percent) of tender amount, in accordance with any instruction which may be given to

him in writing signed by the Engineer-in-charge, after obtaining approval / sanction

from competent authority of Municipal Corporation at the sanctioned tender rate of this

(5B) LOI and work order can be issued in full or part depending upon the requirement of

road development department of Surat Municipal Corporation, subject to the total

sanctioned tender amount

(7) EXTRA ITEMS :-

Extra Items of work shall not vitiate the contract. The Contractor shall be bound to

execute extra items of work as directed by the Engineer-in-charge. The rate of any

extra item shall be as per Government S.O.R. of the year 2023-2024 (+) Plus or (-)

Minus percentage higher or lower stated in the tender. For specifications of extra item,

if any, the applicable latest version of relevant IRC code or MoRTH guideline

shall be conclusive and final. The decision of City Engineer/Add. City Engineer/

Divisional Head will be final and binding to all.

(8) EMPLOYMENT OF A QUALIFIED SITE ENGINEER BY THE CONTRACTOR :-

The Engineer so employed for the work must have sufficient experience to handle the

work independently. Such an Engineer shall have to stay at the site of work and he shall

not be entrusted with any other duty except of this work.

In Case the Contractor or as partner of the Contractor firm is a Civil Graduate Engineer,

employment of a separate Engineer will not be necessary provided that the Engineer

partner himself attends the executions of the work on site.

(9) LABOUR LICENCE :-

Before starting the work, the Contractor will have to obtain the license from the District

Assistant Labor Commissioner under the Contract labor (Regulation and abolition) Act

1970 as contract labor (Regulation and abolition) Gujarat Rules 1972 after paying

necessary fees and deposit on the basis of the number of laborers to be employed on

the work and will have to supply two true copies of the said license to the Executive

Engineer before starting the work. The labor license shall be validate till the date of

completion of whole work.

(10) TESTING CHARGES :-

All charges for mix design and testing charges shall be born by the contractor for

testing the quality of material and workmanship. No of tests may be more than that

specified in this tender if the Engineer-in-charge finds it necessary.

(12) TELEPHONES/WIRELESS COMMUNICATION FACILITIES

These will be arranged by contractor at his own cost. The employer shall give the

necessary certificates and letters of recommendation etc., to the contractor.

The successful contractor shall have to install all the necessary cross checking systems

to ensure quantitative and qualitative road works at their own cost as per the instruction

of Engineer-in-charge. This may include "vehicle tracking system (GPS)", "CCTV" etc.

The corresponding amount will be recovered from the running bills, if the same systems

are installed by SMC.

(13) LAND FOR TEMPORARY USE

The land required at site of work for construction of proposed work only will be made

available. The contractor shall make his own arrangements at his own cost for land

required for any other purposes viz. for installing drum mix plant, store, offices,

camping facilities for labors, go downs or approach roads on other such purposes etc.

Surat Municipal Corporation may allot available land upon written request of the

contractor depending upon the availability of such land which belongs to Surat Municipal

Corporation at the rental charges of Rs.10.00/sq.mt./month basis or as per practice by

SMC and which shall be deducted from R.A. bill generated by contractor. It shall be

clearly noted that SMC does not give any guarantee for providing such land. Delay in

providing land by SMC shall not alter or delay the overall project duration and time limit.

Also the same shall not be entertained for any sort of compensation and claim regarding

the delay in providing land for the same. The rental charges & taxes at prevailing

policies shall be applicable in case of land provided by SMC.

(14) ENABLING WORKS

The contractor shall supply, fix and maintain at his own cost during the execution of

works, all the necessary centering, scaffolding, staging, planking, timbering, strutting,

shoring, pumping, fencing, hoarding, watching and lighting by night as well as the

necessary equipment for protection of public and safety of any adjacent roads and

railway lines. The contractor shall remove any or all such centering scaffolding, staging

planking and equipment when ordered to do so by the engineer and make good all

matters and things disturbed during the execution of works to the satisfaction of the

(15) DISCOVERIES

In the event of discovery by the contractor or his employees, during the progress of

work, of any treasure, fossils materials or other articles of value or interest, the

contractor shall give immediate notice thereof to the Engineer of such treasure or things

which shall be the property of the Government of India and shall not be removed by the

contractor under any circumstances.

(16) TEMPORARY DIVERSIONS, MAINTENANCE OF SAME AND TRAFFIC

In addition to provisions made in the technical specifications, it is stipulated that the

contractor shall construct, if necessary, maintain and carry out the traffic management

including safety features, for all the temporary diversions. The traffic diversion plans

should be made and implemented by the contractor in consultation with

Engineer/Traffic Police. The cost of constructing and maintaining these diversions is

considered to be incidental and no separate payment will be made on this account.

(17) OPPORTUNITIES AND FACILITIES FOR OTHER CONTRACTORS

The contractor shall, in accordance with the requirements of the Engineer afford all

reasonable opportunities for carrying out their work to any other contractors employed

by the Employer and their workmen and to the workmen of the Employer and of any

other duly constituted authorities who may be employed in the execution on or near the

site of any work not included in the Contract or of any contract which the Employer may

enter into in connection with or ancillary to the works. If, however, the contractor shall

on the written request of the Engineer or Engineer's Representative make available to

any such other contractor or to the Employer or any such authority any roads or ways

for the maintenance of which the contractor is responsible or permit the use of by any

such of the Contractor's scaffolding or any other plant on the Site or provide any other

service of whatsoever nature, for any such the Employer shall pay to the contractor in

respect of such use or service such sum or sums as shall in the opinion of the Engineer

(18) ENVIRONMENTAL SAFEGUARDS

The Contractor shall take action of following points and note the stipulations as under as

regards environmental safeguards as stipulated by the Ministry of Environment and

18.1 Adequate provision for infrastructural facilities, i.e. water supply, fuel, sanitation, etc.

shall be ensured for laborers during construction period in order to avoid damage to the

18.2 No excavation from or dumping of waste material into any water body/wetlands shall be

18.3 Construction spoil including bituminous material, and other hazardous material must not

be allowed to contaminate water course and the dump sites for such materials must be

identified well in advances before construction and lined properly so that they do not

leach into the ground water;

18.4 A contingency plan shall be prepared to combat with accidents so that the victims of

accident can be provided immediate medical help. Some essential equipment, building

and other facilities may require for the purpose.

18.5 The Employer or any other competent authority may stipulate any other condition for

environmental safeguard, subsequently, if deemed necessary, which should be complied

18.6 The above mentioned stipulations shall be enforced among others under the Water

(prevention and Control of pollution) Act, 1974, the Air (prevention and Control of

pollution) Act, 1981 the Environment (Protection) Act 1986, the Hazardous Chemicals

(manufacture, Storage and Import) Rules, 1989, the E*A Notification of January,

and its amendment of May, 1994, the Public Liability Insurance Act, 1991 and the rules

made there under from time to time.

(19) UTILITY SERVICES

There are several underground utility services e.g. gas lines belonging to Gujarat Gas,

Telephone lines of BSNL and Reliance, Broad band Cables of British Gas, Sewer lines,

Storm water Drainage, Water pipelines etc.

Most of the private utility services are not likely to require any shifting.

Any costs incurred for taking safety precautions/measures are incidental for carrying out

the work and no extra payment shall be made on this account.

(20) LOCAL RESISTANCE / DISTURBANCES

In case due to any reason, local obstruction to the construction work, contractor shall

liaise with concerned local authorities for resolving the matter amicably. In case a police

protection is considered necessary by contractor to safeguard his property, men and

machinery on work, contractor after obtaining necessary letter from employer /

engineer take appropriate action deemed necessary to safeguard the said property men

(21) TERMINATION OF THE CONTRACT:

1. If the Contractor finds it impracticable to continue operation owing to Force Majeure

reasons or for any reason beyond his and/or the Municipal Commissioner find sit

impossible to continue operation then prompt notification in writing shall be given by

the party affected to the other.

2. If the delay or difficulties so caused cannot be expected to cease or become

unavoidable or if operations cannot be resumed within six (6) months the either

party shall have the right to terminate the contract upon ten (10) days written

notice to the other. In the event of such termination of the contract, payment to the

Contractor will be made as follows:

(a) The contractor shall be paid for all works approved by the Engineer and for any

other legitimate expenses due to him.

(b) If the Municipal Commissioner terminates the Contract owing to Force Majeure

or due to any cause beyond its control, the contractor shall additionally be paid

for any work done during the said six (6) months period including any financial

commitment made for the proper performance of the Contract and which are not

reasonable defrayed by payments under (a) above;

(c) The Municipal Commissioner also release all bonds and guarantees at its disposal

except in cases where the total amount of payments made to the contractor

except in cases where the total amount of payments made to the contractor

exceeds the final amount due to him in which case the contractor shall refund

the excess amount within Sixty (60) days after termination and the Municipal

Commissioner thereafter shall release all bonds and guarantees. Should the

contractor fail to refund the amount received in excess within the said period

such amounts shall be deducted from the bonds or guarantees provided.

3. On the termination of the contract for any cause the contractor shall see the orderly

suspension and termination of operations, with due consideration to the interests of

the Municipal Corporation with respect to completion, safeguarding or storing of

materials procured for the performance of the contract and the salvage and resale

(22) SPECIAL RISKS:

If during the contract, there shall be outbreak of war(whether war is declared or not),

major epidemic earthquake, or similar occurrence in any part of the world beyond the

control of either party to the contract which whether financially or otherwise materially

affects the execution of the contract, the contractor shall unless and until, the contract

is terminated under the provisions of this article, use his best endeavors to complete the

execution of the contract, provided always that the Board shall be entitled at any time

after the onset of such special risks, to terminate the contract by giving written notice to

the contractor and upon such notice being given this contract shall terminate but

without prejudice to the rights of either party in respect of any antecedent breach

thereof. If any of the works, or materials to be delivered shall be subjected to damage

or destruction by reasons of the special risks, the contractor shall be entitled to payment

for such damage or destroyed materials and to any costs involved in making good

damages or destroyed materials as may be required by the Municipal Corporation.

The contractor shall not be liable for payment of compensation for delay or for failure to

perform the contract for reasons of Force Majeure such as acts of public enemy, acts of

Government, fires, floods, cyclone, epidemics, quarantine restrictions, lockouts, strikes,

freight embargoes and provided that the contractor shall within Ten (10) days from the

beginning of such delay notify the Engineer-in-writing of the cause of delay. The

Municipal Commissioner shall verify the facts and grant such extension as the facts

(23) SUSPENSION OF WORK:

Contractor shall, if ordered in writing by Engineer-in-charge or his representative

temporarily suspended the work or any part thereof for such time (not exceeding two

months) as ordered and shall not after receiving such written order proceed with the

work until he shall have received a written order to proceed therewith the contractor

shall not be entitled to claim compensation for any loss or damage sustained by him by

reason of temporary suspension of work as aforesaid. An extension of time for

completion of work will be granted to the contractor corresponding to the delay caused

by such suspension of work if the applies for the same provided the suspension was not

consequent to any default or failure on the part of the contractor.

(24) OWNER MAY DO PART OF THE WORK:

When the contractor fails to comply with any instructions given in accordance with the

provisions of this contract, the owner has the right to carry out such parts of work as

the owner may designate whether by purchasing – materials and engaging labour or by

the agency of another contractor. In such case the owner shall deduct from the amount

which otherwise might become due to contractor amount which otherwise might

become due to contractor the cost of such work and materials with ten (10) percent

added to cover all departmental charges and should the total amount thereof exceed

added to cover all departmental charges and should the total amount thereof exceed

the amount due to contractor, contractor shall pay the difference to owner.

(25) BREACH OF CONTRACT BY CONTRACTOR:

If the contractor fails to perform the work under the contract due diligence or shall

refuse or neglect to comply with instruction given to him in by the Engineer in

accordance with the contract, or shall contravene the provisions of the contact, the

Municipal Commissioner may have notice in writing to the contractor to make good such

failure, neglect or contravention. Should the Contractor fail to comply with such written

notice within twenty eight (28) days of receipt, if the Municipal Commissioner shall think

fit, it shall be lawful for the Municipal Corporation, without prejudice to any other rights,

the contractor may have under the contract, to terminate the contract for all or part of

the works, and to make any other arrangements it shall deem necessary to complete

the work outstanding under the contract at the time of termination. In this event

subletting of work and Sub-Contracts for Temporary works etc. hereof shall be invoked

and the performance Bond shall immediately become due and payable to the Municipal

Commissioner the value of the work done on the date of termination and not paid for

shall stand forfeited to the Municipal Corporation and the Municipal Corporation shall

have free use of any works which the contractor may have at the site at the time of

termination of the contract.

(26) DEFAULT OF CONTRACTOR:

1. The Municipal Commissioner may upon written notice of default to the contractor,

terminate the contract in circumstance detailed hereunder:

(a) If in the judgment of the Municipal Corporation the contractor fails to make

completion of works within the time specified in the completion schedule or

within the period for which extension has been granted by the Municipal

Commissioner /City Engineer to the Contractor.

(b) If in the judgment of the Municipal Corporation the contractor fails to comply

with any of the other provisions of this contract.

2. In the event the Municipal Commissioner terminates the contract in whole or in

part as provided in “article for termination of contract” the Municipal Corporation

reserves the right to purchase upon such terms and in such manner as it may

deem appropriate, plant similar to that terminated and the contractor will be liable

to the Municipal Corporation for any additional costs for such similar and/or for

liquidated damages for delay until such reasonable time as may be required for

the final completion of works.

3. If this contract is terminated as provided in the paragraph “power of entry”

(1) the Municipal Corporation in addition to any other rights provided in this

clause, may require the contractor to transfer title and deliver to the Municipal

Corporation under any of the following cases in the manual and as directed by the

Municipal Corporation.

Any partially completed information and contract rights as the contractor has

specifically produced or acquired for the performance of the contract so terminated.

In the event the Municipal Corporation does not terminate the contract as provided in

the paragraph “termination of contract” the contractor shall continue performance of the

contract, in which case he shall be liable to the Municipal Corporation for liquidated

damages for delay until the works are accepted.

(27) TRAFFIC MANAGEMENT DURING CONSTRUCTION

Traffic management during construction period will be the responsibility of the

contractor. In order to have smooth flow of traffic on existing roads, temporary

signalized system, adequate number of caution boards, temporary barricades,

delineators etc. shall have to be provided as per the requirement at site. This will be

treated as incidental to the work and no extra payment will be made for the traffic

management during construction stage.

(28) Accident liabilities:

The contractor shall be responsible for all liabilities under workman

compensation act, as under:

(A) Contractor shall take all necessary safety precautions during execution of work to

avoid any type of accident at project site & plant site. No work shall continue at site

in absence of necessary and adequate safety measures. Any accidents occurring at

project & plant site during the contract period shall be the sole responsibility of the

(B) Contractor shall inform the owner regarding any accidents occurring at site within

(29) Insurance:

The contractor shall take “all contract risk insurance policy” for the estimated cost of the

roadwork “Workmen's compensation policy” for all workers and laborers of contractor

and Owner/Employer working at site and “Third Party Insurance Policy” to fully cover all

third-party type risk. The insurance policy so taken by the contractor for such purposes

shall be in the joint name of the contractor and the Owner/Employer and the policy shall

be deposited with the Owner/Employer.

(30) Terminations in Event of Default of Contractor

Occurrence of following Events shall be considered as the Default by Contractor (the

“Contractor’s Event of Default”):

a) Repeatedly fails to carry out any obligation under the contract event after repeatedly

directed by Engineer/Employer in a reasonable time period.

b) Fails to carry out any obligation under the contract which has Material Adverse Effect for

c) Without reasonable excuse fails -

a To commence the works on Site within the period stated in the Notice to Proceed

Work after signing the agreement or

b To proceed with the works or any section thereof as indicated by the Employer,

within 28 days after received notice.

d) Has failed to comply with a notice issued or an instruction issued within 28 days after

having received.

e) Abandons the works or otherwise plainly demonstrates the intention not to continue

performance of his obligation under the contract.

f) The Contractor does not maintain a Performance Security, which is required as per terms

of this Contract.

g) Sub-contracts the Value of Works exceeds the subcontracting permissible under this

h) Has failed to furnish the required Performance Security or extension of its validity period

thereof as per the terms of this contract.

i) Becomes bankrupt or insolvent, goes into liquidation, has a receiving or administration

order made against him, compounds with his creditors, or carries on business under

receiver, trustee or manager for the benefit of his creditors, or if any act is done or event

occurs which (under applicable Laws) has a similar effect to any of these acts or events.

j) Change in Contractor’s Ownership during this Contract with prior consent of Employer.

k) The Contractor fails to provide insurance cover as required as per terms of this Contract.

l) The amount of Liquidated Damages exceeds the 10% of the Contract Price.

m) Contractor carries out any other activities other than the execution of Works on the

n) Any time it is found that the Contractor has carried out Fraudulent Practice or Malpractice

in execution of Works.

o) The Contractor fails to make any payments/damages/penalties due to Employer within

period specified in the Contract without any valid reason.

p) The Contractor repudiates this Agreement or otherwise evidences an intention not to be

bound by this Agreement.

q) The Contractor fails to accompany with the applicable laws, rules, regulation.

r) Any representation made or warranties given by the Contractor under this Agreement is

found to be false or misleading.

s) The Contractor repudiates this Contract.

t) If the Contractor, in the judgment of the Employer has engaged in corrupt or fraudulent

practices in competing for or in the executing the Contract.

(i) Corrupt practice: means the offering, giving, receiving or soliciting of anything of

value to influence the action of a public official or Engineer in the procurement

process or in contract execution.

(ii) Fraudulent practice means a misrepresentation of facts in order to influence a

procurement process or the execution of a contract to the detriment of the Employer,

and includes collusive practice.

On occurrence of any of above events or circumstances, the Employer shall provide notice

to Contractor to remedy the breach/ Default in reasonable time period specified in the

notice. If the Contractor shall not cure or remedy the default/ breach then Employer may at

its sole discretion, upon giving 15 days notice to the contractor, terminate the contract and

expel the contractor from the site.

The Employer’s election to terminate the contract shall not prejudice any other rights of the

Employer, under the contract or otherwise. Employer may at its sole discretion forfeit the

Performance Security and may recover from the amount due to the contractor on

occurrence of any of the Contractor’s Event of Default.

If the Contract is terminated the Contractor shall stop work immediately, make the Site safe

and secure and leave the Site as soon as reasonably possible.

After termination, the Employer may complete the Works and/or arrange for any other

entities to do so. The Employer and these entities may then use any goods, contractor’s

documents and other design documents made by or on behalf of the contractor.

(31) Terminations in Event of Default of Employer

Occurrence of following Events shall be considered as the Default by the Employer (The

“Employer’s Event of Default”).

a) Employer fails to handover the Project Site for carrying out Works.

b) The Employer repudiates this Contract or otherwise evidences an intention not to be

bound by this Agreement.

c) The Employer failed to make any payments due to the Contractor within period specified

in the Contract without any valid reason.

d) Employer or any Governmental Agency has by an act of commission created

circumstances that have a Material Adverse Effect on the performance of its obligations by

the Contractor and has failed to cure the same within 60 days of notice thereof by the

e) Any representation made or warranties given by the Employer under this Agreement is

found to be false or misleading.

Upon occurrence of all such events, Contractor may send notice to Employer indicating

the types of Breach/default and reasons for which progress of Woks can not be achieved.

Upon non cure of default in reasonable time period, Contractor may upon giving 15 days

notice to the Employer, terminate the contract and expel the contractor from the site.

(32) Termination Payments for Event of Default

If the Contract is terminated because of an Event of Default of Contractor then there shall not

be any Termination Payment to be paid to the Contractor.

a) If the Contract is terminated at the Employer's Event of Default or convenience then the

Engineer shall issue a certificate for the value of the work done, the reasonable cost of

removal of Equipment and the Contractor's costs of protecting and securing the Works

and less advance payments received up to the date of the certificate, less other recoveries

due in terms of the Contract, and less taxes due to be deducted at source as per

applicable law. The amount derived shall be payable to Contractor.

(33) Properties

a) All Materials on the Site, Plant, Equipment, Temporary Works, and Works shall be deemed

to be the property of the Employer for use for completing balance construction work if the

Contract is terminated because of the Contractor's default, till the Works is completed

after which it will be transferred to the Contractor and credit, if any, given for its use.

b) Treasure Trove: - In the event of the discovery by the Contractor or his employees during

the progress of the works of any treasure, coins, antiquities, fossils, minerals or other

articles or things of value or interest, whether geological, archaeological or any other such

treasure or other things also like a metal, rubble, etc. shall be deemed to be the absolute

property of Owner/Employer.

The contractor shall take all reasonable precautions to prevent his workmen or any other

persons from removing such things as above and shall immediately upon discovery

thereof and before removal, acquaint the Engineer-in-charge of such discovery and carry

out his orders as to the disposal of the same which will be at the contractor’s expense.

(34) Indemnities

a) The Contractor shall on behalf of the Owner/Employer shall indemnify their officers,

employees etc. against all actions, suits, claims and demands of any character brought, in

respect of any matter or thing done or omitted to be done by the contractor in the

execution of or in connection with the works of this contract and against any loss or

damage to Owner/Employer his workman/labourers in consequence, for any action or suit

being brought against the contractor for anything done or omitted to be done in the

execution of the works of the contract or compensation to be paid by contractor to his

workman/labourers in consequence of accidents causing damage or loss of life of his

workman/labourers etc. All such payments made by the Owner/Employer shall be

recovered from the contractor from his dues outstanding, or remains to be paid or that

which becomes payable.

b) The Owner/Employer shall not be liable to the contractor for damages or losses of delays

resulting, from work by third parties or by injunction or other restraining orders obtained

by third parties.

35 Force Majeure

35.1 Neither party shall be to liable to the other for any loss or damage occasioned by

or arising out of Acts of God, and in particular, unprecedented Floods, volcanic

eruption, earth quake or other convulsion of nature, and other acts such as but not

restricted to general strike, invasion, the act of foreign countries, hostilities or war like

operations before or after declaration of war, rebellion, military or usurped power,

strikes or boycotts (other than those involving the Contractor or their respective

employees/representatives or attributable to any act or omission of any of them) , An

act of war (whether declared or undeclared), invasion, armed conflict or act of foreign

enemy, blockade, embargo, riot, insurrection, terrorist or military action, civil

commotion, or politically motivated sabotage, Expropriation or compulsory acquisition by

any Government Agency of any Project Assets or rights of the Contractor, which

prevent performance of the contract and which could not have been for seen or avoided

by a contractor or Employer (the “Force Majeure”).

35.2 On occurrence of Force Majeure Event, Parties are excused from the Performance

of their Obligations.

35.3 In the Event of occurrence of Force Majeure Event both the party shall try to

continue to perform their obligation stipulated in this contract. If Force Majeure Event

subsists for 120 days then either party may by notice to other party terminate the

35.4 In the event that Parties are unable to agree in good faith about the occurrence of or

existence of a Force Majeure event, such dispute shall be finally settled in

accordance with the Dispute Resolution Procedure; provided that the burden of the

proof as to the occurrence of Force Majeure Event shall be upon the Party

claiming relief and/or excuse on account of such Force Majeure Event.

35.5 Termination of the Contract (a) shall not relieve the Contractor or Employer of any

obligations hereunder which expressly or by implication survives Termination hereof,

and (b) except as otherwise provided in any provision of the Tender expressly

limiting the liability of either Party, shall not relieve either Party of any obligations or

liabilities for loss or damage to the other Party arising out of or caused by acts or

omissions of such Party prior to the effectiveness of such Termination or arising out of

such Termination.

36. Compensation for delay at 0.2% per day for not achieving the specified

The time allowed for achieving the milestones specified in the tender, shall strictly be

observed by the contractor and shall be reckoned from the date on which the order to

commence work is given to the contractor. The work shall throughout the stipulated

period of the contract, be proceeded with all due diligence (time being deemed to be

the essence of the contract on the part of the contractor) and the contractor shall pay

as compensation an amount equal to zero point two percent of the amount of the

contract value of work as shown in the tender for every day beyond the milestones

stipulated in the contract data. And further to ensure good progress during the

executions of the work, the contractor shall be bound, in all cases in which, the time

allowed for any work exceeds one month, to complete parts of the work during the

period shown in the contract data. In the event, the contractor fails to comply with

these conditions, he shall be liable to pay as compensation, the amount mentioned

above for every day that the due quantity of work remained incomplete, provided

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

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

clause, shall not exceed 10 percent of the contract value of the work as shown in the

tender Decision of Municipal Commissioner in this matter shall be final and binding to

37. Work on Sunday and holidays

No work shall be carried out on Sundays and corporation Holidays and no work shall be

carried out before and after office hours, Except with special permission of Engineer in

charge in writing previously obtained and with holding such permission shall be no

ground of complaint on the part of contractor for cause for compensation of them.

Working period shall be maximum eight (8) hours per day. More over a six hours work

at night will be the granting of permission to work before or after duty hours and to

work on Sundays and holidays will be entirely at the discretion of the engineer in charge

and can not be claimed by the contractor as a matter of right and the refusal to grand

such permission will not be set up as a ground for not completing the work within the

contract period.

38. Requirement of Technical Representative (s) for successful bidder after

allotment of work.

Discipline Designation Minimum Experience No.

No. Qualification

1 Graduate civil Project manager / Principal 2 years in execution of

Engineer technical representative Pavement Engineering/

2 Diploma civil Site Engineer / technical 3 years in pavement

Engineer representative engineering works/ Similar

Note: Engineers listed in above table shall have to stay at the site of work and they shall not be

entrusted with any other duty except of this work.

EXECUTIVE ENGINEER

ROAD DEVELOPMENT DEPARTMENT

SURAT MUNICIPAL CORPORATION.

Signature of Bidder:

SECTION-6 :- ADDITIONAL INSTRUCTIONS TO THE PERSON TENDERING

1. In the case of bidders as partnership firm, they have to produce registered partnership

agreement with passport size photograph of each partner with their specimen

signatures and power of attorney to any one partner for bidding and other purpose shall

2. If the tender copy is taken in favour of the company, the power of attorney in favour of

the person who may have signed the tender for the company, must accompany the

3. Declaration showing all works on hand with the Contractor and the value of works that

remains to be executed in each case must accompany the tender.

4. All pages of Technical bid and specifications should invariably be initialed by the

contractor before submission of Technical bid.

5. All corrections, erasure and over-writing should invariably be initialled by the Contractor.

6. (i) It may please be noted that the tender shall be considered as invalid especially, if the

requirements as per instruction No.1 to 4 above are not complied with before submitting

the tender. Also read carefully the face-sheet and "General Rules & Directions for the

guidance of contractor" of this form.

(ii) Right reserved to reject any or all tenders without assigning any reasons' thereof.

7. In respect of the tenders from the Co-operative Society, a solvency certificate of an

amount equal to 20% of the amount of the work put to tender will have to be

produced along-with the tender or a certificate regarding the borrowing capacity of the

society issued by the legal Assistant, Directorate of cottage industries will have to be

produced along with the tender.

8. [i] The several documents forming the contract are the essential parts of the contract

and a requirement occurring in one is as binding on as though occurring in one is as.

[ii] In the event of any discrepancy, the several documents forming the contracts in

any one document, the following order or procedure should apply :-

[a] Dimension and Quantities :-

[i ] Schedule 'B' of the tender form.(Price Bid)

[ii] Specifications.(Technical Bid)

[iii] IRC: SP: 81 and its amendments, if any.

[b] DESCRIPTION :-

[ i ] Schedule `B' of the tender form.

[ ii ] Specifications.

[iii ] In case of defective description or ambiguity the Engineer-in-charge should issue

further instruction direction in what manner the work is to be carried out. It being

understood that the best modern practice is to the contractor should forthwith

comply with such instructions. The contractor should take no advantage of any

apparent error of omission in drawings or specifications and the Engineer-in-

charge shall make such corrections and interpretations as necessary to fulfill the

intent of the plans and specifications.

[iv] Not withstanding that all proper precautions may have been taken by contractor

at all the times during the progress of the work, the contractor shall be held

responsible for all damages weather of the work under execution or any other

property or of lives of persons during the progress of the work and the period of

[v] It may please be noted that the tender shall considered as invalid especially, if the

requirements as per instruction 1 to 7 above are not compiling with before submitting

9.1 Subject to Clause 10, the Employer will award the Contract to the bidder whose bid

has been determined to be substantially responsive to the bidding documents and who

has offered the lowest Evaluated Bid Price, provided that such bidder has been

determined to be Qualify in accordance Qualifying Criteria of bidder .

9.2 In case of overall bidder’s offer is less than 90% of the Engineer’s estimate of the cost

of work, additional security in the form as specified in Section 3 for a period equal to the

period of contract and for an amount equal to the difference of the bidder’s offer and

90% of Engineer’s estimate of the cost of work shall be delivered as per Section

9.3 The employer reserves the right to award the whole package and/or only any section

of tender to a bidder with the lowest Evaluated Bid Price provided that such bidder

satisfies the eligibility criteria specified elsewhere in the Bid documents.

10 Employer's Right to accept any Bid and Reject any or all Bids

10.1 Notwithstanding Clause 09, the Employer reserves the right to accept or reject any bid

and to annul the bidding process and reject all bids, at any time prior to award of

Contract, without thereby incurring any liability to the affected bidder or bidders or any

obligation to inform the affected bidder or bidders of the grounds for the Employer's

11 Notification of Award

11.1 Prior to expiration of the period of bid validity prescribed by the Employer, the

Employer will notify the successful bidder by cable/ fax/ and confirmed by

registered letter that his bid has been accepted. This letter (hereinafter and in the

Conditions of Contract called "the Letter of Acceptance") shall name the sum which the

Employer will pay the Contractor in consideration of the execution, completion and

maintenance of the Works by the Contractor as prescribed by the Contract (hereinafter

and in the Conditions of Contract termed "the Bid Price/Contract Price").

11.2 The notification of award will constitute the formation of the Contract subject only to

the furnishing of a performance security in accordance with the provisions of Section

12 Signing of Agreement

12.1 At the same time that the Employer notifies the successful bidder that his bid has been

accepted, the Employer will direct him to submit the Performance Security and attend

the Employer's office on a date determined by the Employer for signing the Form of

Agreement specified in section VII of this document.

12.2 Within 28 (twenty eight) days of the date of signing the Form of Agreement, the

successful bidder shall, if required, have the same engrossed, have the correct

amount of stamp duty adjudicated by the Inspector General of Registrations and return

the same duly signed and executed on behalf of the successful bidder to the Employer.

12.3 Upon the furnishing by the successful Bidder of the Performance Security, the

Employer will promptly notify the other Bidders that their Bids have been unsuccessful

and release their Bid security.

13 Corrupt or Fraudulent Practices

13.1 The Employer requires that Bidders/Suppliers/Contractors under this contract,

observe the highest standard of ethics during the procurement and execution of this

contract. In pursuance of this policy, the Employer.

(a) Defines, for the purpose of these provisions, the terms set forth below as

corrupt practice: means the offering, giving, receiving or soliciting of anything of value

to influence the action of a public official in the procurement process or in contract

i. fraudulent practice means a misrepresentation of facts in order to influence a

procurement process or the execution of a contract to the detriment of the

Employer, and includes collusive practice among Bidders (prior to or after bid

submission) designed to establish bid prices at artificial non-competitive levels

and to deprive the Employer of the benefits of free and open competition.

(b) Will reject a proposal for award of work if Employer determines that the Bidder

recommended for award has engaged in corrupt or fraudulent practices in

competing for the contract in question.

(c) Will declare a Bidder ineligible, either indefinitely or for a stated period of time, to

be awarded a SMC contract/contracts if he at any time determines that the Bidder

has engaged in corrupt or fraudulent practices in competing for, or in executing,

14 The Employer will reject a proposal for award if he determines that the Bidder

recommended for award has engaged in corrupt or fraudulent practices in

competing for the contract in question. The Employer will declare the firm

ineligible, either indefinitely or for a stated period of time, to be awarded a

contract by Surat Municipal Corporation if it at any time determines that the firm

has engaged in corrupt or fraudulent practices in competing for the contract, or

during execution.

EXECUTIVE ENGINEER

ROAD DEVELOPMENT DEPARTMENT

SURAT MUNICIPAL CORPORATION.

SIGNATURE OF THE BIDDER :

DECLARATIONFORM

1. I/We hereby declare that I/We are full acquainted myself/ourselves with the local situations

regarding materials, labour and other factors pertaining to the work before submitting this

2. I/We hereby declare that I/We have carefully studied the conditions of contract,

specifications and other tender documents of this work and agree to execute the same

SIGNATURE OF THE BIDDER :-

NAME AND ADDRESS :-

SECTION-7 :- GENERAL RULES AND DIRECTIONS

1. The Commissioner or his duly authorized assistant shall open tender in the presence of

any intending contractors who have submitted tender or their representatives who may

be present at that time. In the event of tender purpose of identification, sign the

copies of the specifications and other documents mentioned in this tender. In the event

of the tender being rejected, the divisional officer shall authorize the accountant to

refund the amount of earnest money deposited to the contractor making the tender on

his giving a receipt for the returned of the money.

2. The officer competent to dispose of the tender shall have the right of rejecting all or

any of the tenders.

3. The Insurance Company's bond will not be accepted against the security deposit.

4. The Contractor will have to construct a shed for storing controlled and valuable

materials to be used for the works having double locking arrangement. The materials

will then be taken for use in the presence of the departmental person. No materials will

be allowed to be removed from the site of work except with the written permission

from Engineer-in-charge.

5. No foreign exchange will be released by the Corporation for the purpose of plant and

machineries required for the execution of the work contracted for.

6. Controlled materials (Essentiality Certificate)

(i) As regards controlled materials, the Corporation will help to arrange for the permit

as far as possible and help the contractor in securing the same. All incidental charges

met with in procuring these materials shall be borne by the contractor himself. Though

the Corporation will help to arrange for the permit as far as possible and help the

contractor in obtaining the materials, it shall not accept any responsibility for the any

delay or loss on account of delay caused to the contractor while obtaining the same.

(ii) The Contractor shall submit to Engineer-in-charge on closing of every calendar

months, the monthly returns in the prescribed forms as to the receipt actual use of the

controlled materials during the month.

(iii)The Contractor shall permit the Engineer-in-charge or his representatives to inspect

the stock of the controlled materials stored by him at any time. Whenever the Engineer-

in-charge or his representatives so desired.

7. The tender for work shall remain open for a period of 120 days from the date of opening

of tenders for these works and that the bidder shall not be allowed to withdraw or modify

the offer on his own during this period. If any bidder withdraws or makes any

modification's or addition's in the terms and conditions of his tender, not acceptable to the

Corporation then the Corporation shall, without prejudice to any right or remedy be at

liberty to forfeit in full the said earnest money absolutely.

8. The Contractor shall employ only such labors, who produce a valid certificate of having shall

have vaccinated against small pox within a period of last 3 years.

9. Every partner of the firm shall have to sign the tender documents, otherwise the same will

not be accepted.

10. The Notification bearing No. 8OS q EFZ[JFCG 5|lTA\W q HFC[ZGFD] q !(__& q Z__54

TFPZ*v&vZ__5 of Commissioner of Police, Surat restraining entry of heavy vehicles in

Surat Municipal Corporation area be taken into consideration before filling up, submitting

tender documents. No extra payment shall be made nor any claim in this behalf shall be

considered. The bidders shall have to make suitable arrangements to ensure timely and

adequate supply of materials in wake of obligation created under the tender documents

upon awarding the contract. Any change(s) modification(s) or amendment(s) in this behalf

and / or to this effect made by the said authority time to time shall have to be taken into

consideration and no extra payment shall be made nor shall any claim be considered.

EXECUTIVE ENGINEER

ROAD DEVELOPMENT DEPARTMENT

SURAT MUNICIPAL CORPORATION,

SIGNATURE OF THE BIDDER :-

NAME AND ADDRESS :-

In the event of the deposit being made in the form of Government Papers etc. the value of the

Public Securities to be lodged as Contract Deposit will be calculated at 5% less than their

Market Value on the day of acceptance.

1. General Description of work MICRO SURFACING WORK OF TYPE-III &/OR

TYPE-II ON VARIOUS ROADS/BRIDGES (AS

:- PER REQUIREMENTS) WITHIN SURAT CITY

LIMIT WITH CONTRACTORS OWN MACHINE.

(PACKAGE-10) (5TH ATTEMPT)

2. Estimated Cost :- Rs.1,51,46,634.65

3. Earnest Money Deposit Rs. 1,52,000.00/-

To the extent of 100% in the form of Demand Draft

or pay order OR 50% In form of Demand Draft or

Pay order & 50% in the form of Bank Guarantee

from approved Banks as per attached list in

annexture-01 of section 9 only in favor of

Commissioner, Surat Municipal Corporation, Surat

and payable at Surat.

4. Security Deposit :-

(i) Initial Security deposit

:- @ 2% of Tendered Amount.

(To be placed at the time of

(ii) To be deducted from

Running bills as Performance :- @ 5% of work done amount.

5. Time allowed for the completion

Of work from date fixed :- 12(Twelve) Months (Excluding monsoon)

In written order to commence

6. Compensation for delayed work

Under Clause 2...... of whole the :- 0.20 Percent of the tendered amount

7. Percentage to be retained from

:- 2 % (Two Percent)

Running Account Bills .....

8. Defect Liability Period (1) For work done by only Type-III layer

(Three) years from completion date.

(2) For work done by both Type-III + Type-II

layer 5 (five) years from completion date.

9. Whether water charge shall Have Contractor shall have to arranged water for

to be paid by the Contractor execution, curing. etc. at his own cost.

10. Amount of water charges :- Not Applicable

EXECUTIVE ENGINEER

ROAD DEVELOPMENT DEPARTMENT

SURAT MUNICIPAL CORPORATION,

SIGNATURE OF THE BIDDER.

SURAT MUNICIPAL CORPORATION

Road Development Department

CONDITION FOR THE WATER SUPPLY & ELECTRIC SUPPLY

FOR WATER CHARGE (As per City Engineer Note No.386, dtd.30/7/2012)

In case of Municipal Network or distribution center avail or not at nearby area

Contractor has to make his own arrangement for construction work whether from

private boring or tankers. Contractor has to submit test report of water weather it is of good

quality for construction work or not and contractor has to inform about it within 30 days of

starting the work. Contractor shall have to inform in writing in the case of using or making own

arrangement of water for the purpose of this work before starting the work.

If contractor wants to use Municipal Water he has to follow procedure within below:

1. Contractor has to apply for water connection by Municipal Licensed plumber in

prescribed form.

2. Contractor has followed all procedure with his own expenses.

3. According to rule Municipal Corporation issue bill to contractor for consumption of water

and contractor has to paid it within stipulated time and contractor has submit one copy

of bill and payment receipt to concern department. If contractor fail to pay the bill the

amount of bill/paid receipt can be recover from contractor's bill.

4. If Municipal Corporation network is not available then Contractor can make arrangement

of water tanker from nearby distribution center after depositing required amount.

5. After completion of work contractor has to cancelled the water connection and inform

the concern department.

6. If network and distribution center/network are both not available in that case contractor

has to make his own arrangement for good quality construction water and has to follow

7. The contractor shall make his own arrangement at his cost for electric supply

required for operating various plants and machineries required for the works and for

general lighting purpose for site, office labour colony etc.

The energy bills shall also be paid by the contractor.

Executive Engineer,

Road Development Department

Surat Municipal Corporation,

SIGNATURE OF THE CONTRACTOR.

Schedule showing (approximately) the materials to be supplied free of cost by the

Corporation from refinery for work contracted to be executed.

Particular Rates at which the materials will Place of delivery

be charged to the

1. The contractor shall procure bitumen directly only from HPCL,IOCL,BPCL or other

PSU's only at their own cost.

2. The carting charge is included in respective items as per Schedule B.

3. The difference between the each tanker's weight as per supplie's/refinery

bill/Gate pass and weight at SMC Weigh Bridge should not be more than +/-

% by wt. If the difference crosses the above priscribed limit, in such case

quantity of bulk asphalt shall be recovered at the Gross Rate of bitumen as per

the Gate Pass from the contractor.

Wastage of bulk bitumen upto permissible limit of ± 2% over theoretical

consumption will be allowed and if wastage is more than that limit prescribed,

penalty shall be recovered at double the cost of the bulk bitumen at the rate of

Rs. 48,302.00/M.T. + GST And if the bulk bitumen will be used less than 2% of

the theoretical requirement, then cost of the bulk bitumen at the rate of Rs. Rs.

Rs. 48,302.00M.T. + GST shall be recovered.

4. Cement, steel and other materials

The Surat Municipal Corporation shall not issue cement, reinforcement steel or

any of the material. Contractor shall make his own arrangement to procure all

materials, cement, reinforcement steel, asphalt etc.

The cement to be used shall be 53 grade OPC and out of following brands only:

4. Sanghi Cement

And all other brands periodically approved by Surat Municipal Corporation.

The entire quantity of cement (53 grades OPC) required for this work shall be

procured by contractor at his own cost, and no amount shall be recovered from

contractor's bill for this item. Price variation shall not be given for the same.

5. Testing of Cement:

It should be specifically noted that the cement brought by the contractor at site

of work shall be used only after the same is tested at the approved laboratory as per

the direction of the Engineer-in-charge and relevant IS code 1. Such approved

laboratory may be located at Surat, Baroda, Ahmadabad or Mumbai.

All the charge for the transport and testing of the samples shall have to be borne

by the contractor. The frequency of testing such material shall be in accordance to the

relevant Indian standards as directed by Engineer-in-charge.

EXECUTIVE ENGINEER

ROAD DEVELOPMENT DEPARTMENT

SURAT MUNICIPAL CORPORATION

SIGNATURE OF THE BIDDER.

SURAT MUNICIPAL CORPORATION

ROAD DEVELOPMENT DEPARTMENT

MICRO SURFACING WORK OF TYPE-III &/OR TYPE-II ON VARIOUS

ROADS/BRIDGES (AS PER REQUIREMENTS) WITHIN SURAT CITY LIMIT WITH

CONTRACTORS OWN MACHINE. (PACKAGE-10) (5TH ATTEMPT)

I/We ____________________________ the undersigned do hereby tender for carrying

out the work described in the schedule below subject to the condition annexed. Should this

tender be accepted I/We hereby agree to abide by and to fulfill all the terms and provisions of

specifications and conditions of contract annexed hereto so far as they are applicable and

default thereof to forfeit and pay to the Surat Municipal Corporation the sum of money

mentioned in the said conditions. The earnest money deposited by me/us with tender may be

forfeited to the said Surat Municipal Corporation if I/We do not deposit the full amount of

security deposit, in accordance with the relevant clause of the said conditions of contract.

Otherwise the said EMD shall be retained by the Surat Municipal Corporation as an account of

such security as aforesaid.

EXECUTIVE ENGINEER

ROAD DEVELOPMENT DEPARTMENT

SURAT MUNICIPAL CORPORATION,

SIGNATURE OF THE BIDDER

SURAT MUNICIPAL CORPORATION

PERCENTAGE RATE TENDER & CONTRACT FOR WORKS GENERAL RULES AND

DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS

(1) All work proposed to be executed by contract shall be notified in a form of invitation to

tender Pasted on a board hung up in the Municipal Office and signed by the Competent

authority of Surat Municipal Corporation or to published in news papers and on internet

by competent authority of SMC.

This form will state the work to be carried out, as well as the date for submitting and

opening tenders, and the time allowed for carrying out the work, also the amount of

earnest money to be deposited with the tender, and the amount of the security deposit

to be deposited by the successful bidder and the percentage, if any to be deducted from

bills. It will also state whether a refund of quarry fees, royalties, dues ground rents &

water-charges will be granted. Copies of the specifications, designs drawings and

estimated rates, schedule rates and any other documents required in connection with

the work which will be signed by the EXECUTIVE ENGINEER for the purpose of

identification shall also be opened for inspection by contractors at the office of the

EXECUTIVE ENGINEER during office hours.

Where the works are proposed to be executed according to the specifications

recommended by a contractor and approved by a competent authority on behalf of the

Surat Municipal Corporation such specification with designs and drawings shall form part

of the accepted tender.

(2) In the event of the tender being submitted by a firm, it must be signed by each partner

thereof, and in the event of the absence of any partner, it shall be signed on his behalf

by a person holding a power of attorney authorizing him to do so.

(3) Receipt for payments made on account of any work when executed by a firm, should

also be signed by all the partners, except where the contractors are described in their

tender as a firm, in which case the receipts shall be signed in the name of the firm by

one of the partners, or by some other person having authority to give effectual receipt

(4) Any person who submits a tender shall fill up the usual printed form including the

column total according to estimated quantities, stating at what rate he is willing to

undertake each item of the work. Tenders which propose any alteration in the work

specified in the said form of invitation to tender, or in the time allowed for carrying out

the work, or which contain any other conditions of any sort, will be liable to rejection.

No single tender shall include more than one work, but contractors who wish to tender

for two or more works shall submit a separate tender for each. Tenders shall have the

name and the number of the works to which they refer written outside the envelope.

(5) The Commissioner or his duly authorized Assistant will open tenders in the presence of

any intending contractors who may be present at the time, and will enter the amounts

of the several tenders in a comparative statement in suitable form. In the event of a

tender being accepted, the contractors shall thereupon, for the purpose of identification

sign copies of the specifications and other documents mentioned in Rule.1. In the event

of a tender being rejected the deposit will be refundable on application.

(6) The Surat Municipal Corporation shall have the right of rejecting all or any of the

tenders assigning any reason.

(7) All work shall be measured by standard measure and according to the rules and custom

of Surat Municipal Corporation without reference to any local custom.

(8) Under no circumstances shall any contractor be entitled to claim enhanced rates for any

items in this contract.

(9) Every contractor shall, if so desired by the Commissioner, produce along with his tender

a banker's certificate of his financial stability. If he fails to produce such a certificate his

tender will not be considered.

(10) The measurements of work will be taken according to the usual method as specified in

relevant item. The Commissioner's decision at to what the usual method to be adopted

(11) If any defect found in microsurfacing layer and/or profile correction layer at the time of

execution of work and also within DLP period, successful bidder/ prime contractor is

liable to carryout repairing work of road profile correction layer & microsurfacing layer

and/or repeat microsurfacing work at defective site condition in such type of all cases

where microsurfacing work executed.

(12) No receipt for any payment alleged to have been made by a contractor regard to any

matter relating to this tender or the contract shall be valid and binding on Surat

Municipal Corporation unless it is signed by the Zonal Officer/Executive Engineer of

concerned Department.

EXECUTIVE ENGINEER

ROAD DEVELOPMENT DEPARTMENT

SURAT MUNICIPAL CORPORATION.

SIGNATURE OF THE BIDDER.

List of Approved Banks for the purpose of providing Tender Fees/ Bid Security/ Performance

(A) Guarantees issued by following Banks will be accepted as SD/EMD on permanent basis.

 All Nationalize Banks

(B) Guarantees issued by following Banks will be accepted as SD/EMD for period up to March

31, 2025. The validity cut-off date in GR (Govt. of Guj, Finance Department, GR

FD/MSM/e-file/4/2023/4020/D.M.O, Date:11/03/2024,) is with respect to date of issue of

Bank Guarantee irrespective of date of termination of Bank Guarantee.

Name of Banks Sr.No. Name of Banks

1 AXIS Bank 19 Kotak Mahindra Bank

2 AU Small Finance Bank 20 South Indian Bank

3 Bandhan Bank 21 Tamilnadu Mercantile Bank

4 City Union Bank 22 Utkarsh Small Finance Bank

5 CSB Bank 23 Ahmedabad Mercantile Co-op Bank

6 DBS Bank India Limited 24 Nutan Nagarik Sahakari Bank Ltd.

7 DCB Bank 25 Rajkot NagarikSahakari Bank Ltd.

8 Equitas Small Finance Bank 26 Saraswat Co-Operative Bank Ltd

9 FEDERAL Bank 27 SVC Co-Operative Bank Ltd.

10 HDFC Bank 28 The Cosmos Co-op Bank Ltd.

11 HSBC Bank 29 The Gujarat State Co-operative Bank

12 ICICI Bank 30 The Mehsana Urban Co-Op Bank Ltd

13 IDBI Bank 31 The Surat District Co-Operative Bank

14 IDFC First Bank 32 The Surat People's Co-Op Bank Ltd.

15 IndusInd Bank 33 The Kalupur Commercial Co-op Bank

16 Jana Small Finance Bank 34 Baroda Gujarat Gramin Bank

17 Karnataka Bank 35 Saurashtra Gramin Bank

18 KarurVysya Bank

All the eligible banks are instructed to collect the original documents/papers of guarantee from

the concerned tendering authority.

EXECUTIVE ENGINEER

ROAD DEVELOPMENT DEPARTMENT

SURAT MUNICIPAL CORPORATION

SECTION-10 :- REF :- TENDER NOTICE NO. DMC/RDD/11/2025-26

1.1 Surat Municipal Corporation (SMC) has decided to undertake the Resurfacing work of

the various roads / bridges with micro surfacing method within Surat city limit.

SR. NAME OF ROAD AREA IN

1. Roads/Bridges within Surat city limit As per

requirements received from Zone/ Bridge Cell of

(Type-II +Type-III)

The Municipal Corporation reserves the right to decide priority

The successful bidder will be expected to complete the works by the intended completion date

specified in the Contract Data.

EXECUTIVE ENGINEER

ROAD DEVELOPMENT DEPARTMENT

SURAT MUNICIPAL CORPORATION.

Signature of contractor:-

ITEM WISE DETAILED SPECIFICATIONS FOR MICRO SURFACING OF ROADS

WITHIN SURAT CITY LIMIT.

ITEM NO.1: PICKING / SCARYFYING:

Picking of the bituminous surface using JCB excavator or by any mechanical means

cleaning and removal of loose and unsuitable material on the road surface including

cost of fuel, oil, lubricant, labour charges and disposal of loose unsuitable material

from site to the disposal site as directed by Engineer in charge.

1.1.0. Description:

This work shall consist scratching of existing top bituminous layer i.e. wearing coat up

to 20mm depth in the specified width which shall be partly removed with care and

without causing undue disturbance to the underlying layer with suitable equipment

such as JCB excavator as per instruction of Engineer in charge. It also includes

removing and stacking reusable/unusable materials, disposal of unusable materials

within lead of 5 km. from the site of work as directed by Engineer in charge. This work

shall be carried out for re-carpeting the existing bituminous roads only. This work shall

be carried out in such a way that actual picking area shall be minimum 25 % of the

area to be re-carpeted.

1.2.0. Mode of Payment:

The payment shall be made on sq. mt. basis. The payment shall be made only for the

once which has been carried out generally up to 20 mm. depth by JCB excavator as

directed by Engineer in charge.

1.3.0. Description:

The item shall include all necessary excavation of mud, earth, graveled macadam

bituminous surfaces (6 cm. to 10 cm. depth) up to the layer of required base with

augers and spates / JCB excavator. The base shall be properly cleaned so as no caked

mud, earth or any other material which would interfere adhesion of the mix material

with the base. The scrapped material shall be disposed from site within city limit, as per

the instruction of the Engineer.

1.4.0. Mode of Payment:

The payment shall be made on sq. mt. basis. The payment shall be made only for the

once which has been excavated generally 6 cm. to10 cm. depth by augers and spates /

JCB excavator as directed by Engineer in charge.

ITEM NO.2 MILLING WORK

Milling the existing bituminous pavement for a depth more than 50 mm but up to

100 mm by milling machine in a single cutting depth to make a uniform surface

without disturbing the base including diversion of traffic, removing milled materials

and disposal of milled material to an approved dumping yard (within 12 km lead)

including loading and unloading, all leads and lift, fuel, lubricant charges etc

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 minimize delays and

inconvenience to road users during the course of the work. When adequate detours

or side-tracks are included in the contract, or are otherwise available, traffic shall

be temporarily diverted while the work is in progress.

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

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

speed zone, temporary reflectorised signs `Cycle Hazard Grooved Road', shall be

clearly displayed.

4. Notwithstanding the previous paragraph (3) all temporary signage shall comply

with the site specific requirements.

5. All traffic control personnel are to possess valid state drivers licenses and relevant

certification in accordance with the control of traffic.

6. Documentation denoting the names of traffic control personnel and their

respective traffic control certification are to be forwarded to the Superintendent for

inspection prior to the commencement of work.

7. Notwithstanding the previous clause, inspection of the credentials of traffic control

personnel does not place the Superintendent as the guarantor of such

8. Responsibility pertaining to the qualifications of Traffic Control personnel shall be

borne by the Contractors.

9. 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 be

borne 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 public safety.

COLD MILLING OPERATION

1. The operation of the cold milling machine shall be controlled either by leveling

beam or string 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 that the 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 may be 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

the general Specification,

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

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

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 a variation 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 edges of 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

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 length of 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 the satisfaction of the Engineer In Charge.

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

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 least 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 SMC 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

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

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

metres and 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 S.M.C. In

any case if the milled material is not required by S.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 S.M.C.

Measurement for this Item will be in Sqm. as per BoQ.

Supplying and applying RS-I bitumen emulsion for application of tack coat

Supplying and applying RS-I bitumen emulsion confirming to IS 8887, for

application of Tack coat before application of binder course at the rate of

0.27 kg. Per Sq. Meter area.

The work shall consist of the application of a single coat of bitumen emulsion to

existing bituminous, cement concrete or primed granular surface preparatory to the

superimposition of a bituminous mix, when specified in the Contract or as instructed by

the Engineer. The work shall be carried out on a previously prepared surface.

The binder used for tack coat shall be either Cationic bitumen emulsion (RS-I)

complying with IS:8887. The type and grade of binder for tack coat shall be as

specified in the Contract or as directed by the Engineer.

The binder used for tack coat shall be Cationic bitumen emulsion RS-I grade

conforming physical and chemical properties as per below Table.The rate of application

of Tack coat on Granular surfaces treated with primer is 0.27 Kg per Sq. Meter., and it

shall be applied uniformly. No dilution or heating at site of RS-I bitumen emulsion shall

be permitted. The normal range of spraying temperature for a bituminous emulsion

shall be 20°C to 70°C.

Table 1Physical and Chemical properties of Bitumen Emulsion Grade RS-I

1 Residue on 600 micron IS Sieve, percent by mass,

2 Viscosity by sayboltfurol viscometer, seconds: At 50° C 20-100

3 Coagulation of emulsion at low temperature Nil

4 Storage stability after 24 h, percent (Max)

5 Particle charge Positive

6 Miscibility with water No

7 Tests on residue:

A. Residue by evaporation, percent, (Min)

B. Penetration 25°C/100g/5 sec 80-150

C. Ductility 27° C/cm, A4in

D. Solubility: In trichloroethylene, percent by mass

If Emulsion is stored for more than 90 days, its properties as mentioned in Error!

Reference source not found. Should be checked apart from the frequency. Preferred

Bitumen Emulsion Brand: (HINCOL) made or equivalent made as per IS 8887 but from

PSU manufacturers only.

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. The

surface shall be slightly damp, but not wet while using emulsion.

The tack coat shall be applied by a self-propelled or towed bitumen pressure sprayer,

equipped for spraying the material uniformly at a rate of 0.27 kg per Sq. Mt. Hand

spraying shall not be permitted except in small areas, inaccessible to the distributor, or

narrow strips, shall be sprayed with a pressure hand sprayer, or as directed by the

Preparation of Base

The surface on which the tack coat is to be applied shall be clean and free from dust,

dirt, and any extraneous material, and be otherwise prepared in accordance with the

requirements of MoRTH-2013 (5th Revision) Clauses 501.8. The granular surfaces shall

be primed. Immediately before the application of the tack coat, the surface shall be

swept clean with a mechanical broom, and high pressure air jet, or by other means as

directed by the Engineer.

Application of Tack Coat

The application of tack coat shall be at the rate of 0.27 kg per Sq. Mt., and it shall be

applied uniformly. No dilution or heating at site of RS-1 bitumen emulsion shall be

permitted. The normal range of spraying temperature for a bituminous emulsion shall

be 20°C to 70°C. The method of application of tack coat will depend on the type of

equipment to be used, size of nozzles, pressure at the spray bar, and speed or forward

movement. The Contractor shall demonstrate at a spraying trial, that the equipment

and method to be used is capable of producing a uniform spray, within the tolerances

Curing of Tack Coat

The tack coat shall be left to cure until all the volatiles have evaporated before any

subsequent construction is started. No plant or vehicles shall be allowed on the tack

coat other than those essential for the construction.

Quality Control of Work

For control of the quality of materials and the works carried out, the relevant

Arrangements for Traffic

During the period of construction, arrangements for traffic shall be made in accordance

with the provisions.

Measurement for Payment

Tack coat shall be measured in terms of surface area of application in square meters.

The contract unit rate for tack coat shall be payment in full for carrying out the required

operations including for:

i. Making arrangements for traffic except for initial treatment to verges,

shoulders and construction of diversions;

ii. Supplying all materials to be incorporated in the work including all

royalties, fees, rents where applicable with all leads and lifts;

iii. All labour, tools, equipment and incidentals to complete the work to the

Specifications;

iv. Carrying out the work in part widths of road where directed; and

v. Carrying out the required tests for quality control.

The rate shall cover the provision of tack coat, at the rate of 0.27 kg per square metre,

with the provision that the variation between this quantity and actual quantity of

bitumen used will be assessed and the payment adjusted accordingly.

ITEM NO.4 BITUMINOUS MACADAM

Providing and laying compacted BITUMINOUS MACADAM using B.T. chips as per

gradation and asphalt for mixing at 3.5 % by Wt. of total mix as binder by drum

mix type hot mix plant including cost of bitumen (VG-30) and laying by paver

finisher including consolidation by power roller including providing and operation

of plant and machinery including cost of fuel, oil lubricant and labour charges

etc. completed.

(ii) Re-carpeting / Patch work 30 to 50mm thick

This work shall consist of construction in a single course having specified

thickness (or as directed by the Engineer-in-charge) of compacted crushed

aggregates premixed with a bituminous binder on a previously prepared base to

the requirements of these Specifications. Bituminous macadam is more open

graded than the dense graded bituminous materials described in Clauses

508 and 509 of "specifications for road and bridge works- fourth revision

published by Indian Road Congress 2001".

The bitumen shall be paving bitumen of Penetration Grade complying with

Indian Standard Specifications for "Paving Bitumen" IS:73, and of the

penetration VG-30 grade.

4.2.2. Coarse aggregates:

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

hard material retained on the 2.36mm sieve. They shall be clean, hard, durable,

of cubical shape, free from dust and soft or friable matter, organic or other

deleterious matter. Before approval of the source, the aggregates shall be

tested for stripping.

The aggregates shall satisfy the physical requirements set forth in Table 1.1.

4.2.3. Fine aggregates :

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

combination of the two, passing 2.36mm sieve and retained on 75 micron sieve.

They shall be clean, hard, durable, dry and free from dust, and soft or friable

matter, organic or other deleterious matter.

4.2.4. Aggregate grading and binder content:

When tested in accordance with IS:2386 Part 1 (wet sieving method), the

combined aggregate grading for the particular mixture shall fall within the limits

shown in Table1.2 for the grading specified in the Contract. The type and

quantity of bitumen, and appropriate thickness, are also indicated for each

PHYSICAL REQIREMENTS FOR COARSE AGGREGATES FOR BITUMINOUS

Property Test Specification

Cleanliness Grain size analysis1 Max 5% passing 0.075mm

Particle Flakiness and Elongation Max 30%

shape Index (Combined)2

Strength* Los Angles Abrasion Max 40%

Aggregate Impact Value3

Durability Soundness4

Sodium Sulphate Max 12%

Magnesium Max 18%

Property Test Specification

Water Water absorption Max 2%

Stripping Coating and Stripping of Minimum retained coating

Bitumen Aggregate 95%

Water Retained Tensile Strength Min 80%

Notes : 1 IS: 2386 Part 1 4. IS:2386 Part

2 IS:2386 Part 1 5. IS:2386 Part

(the elongation test to be done only on non-flaky aggregates in the

7. The water sensitivity test is only to be carried out if the minimum retained

coating in the stripping test is less than 95%.

* Aggregate may satisfy requirements of either of these two tests.

4.2.5. Proportioning of material:

The aggregates shall be proportioned and blended to produce a uniform mixture

complying with the requirements of Table 1.2. The binder content shall be within

a tolerance of + 0.3 percent by weight of total mixture when individual

specimens are taken for quality control tests in accordance with the provision of

Section 900 of "specifications for road and bridge works- fourth revision

published by Indian Road Congress 2001".

4.3. CONSTRUCTION OPERATIONS:

4.3.1. Weather and seasonal limitations:

Weather and seasonal limitations : The provisions of Clause 1.3.1 shall apply.

COMPOSITION OF BITUMINOUS MACADAM

Mix designation Grading

Nominal aggregate size 19 mm

Layer thickness 75 mm (Maximum)

IS Sieve (mm) Commutative % by weight of total

aggregate passing.

Mix designation Grading

Nominal aggregate size 19 mm

Layer thickness 75 mm (Maximum)

IS Sieve (mm) Commutative % by weight of total

aggregate passing.

Bitumen content, % by

weight of total mixture

4.3.2. Preparation of the base:

The base on which bituminous macadam is to be laid shall be prepared, shaped

and compacted to the required profile in accordance with the sub clauses given

This work shall consist of preparing an existing granular or black-topped surface

bituminous course. The work shall be performed on such widths and lengths as

instructed by the Engineer in charge. The existing surface shall be firm and

clean, and treated with tack coat at a rate as stated in the Contract or as

directed by Engineer in charge.

4.3.2.2 Construction Operations:

4.3.2.2.1 Preparing existing granular surface:

Where the existing surface is granular, all loose materials shall be removed, and

the surface lightly watered where the profile corrective course to be provided as

a separate layer is also granular.

The surface finish of all granular layers on which bituminous works are to be

placed, shall, unless otherwise specifically instructed by the Engineer, be free

from dust. All such layers must be capable of being swept, after the removal of

any non-integral loose material, by means of a mechanical broom, without

shedding significant quantities of material and dust removed by air jet, washing,

or other means approved by the Engineer in charge.

After cleaning the surface shall be corrected to line and level, within the

tolerances specified for base course.

4.3.2.2.2 Scarifying existing bituminous surface:

Where specified the existing bituminous layer in the specified width shall be

removed with care and without causing undue disturbance to the underlying

layer, by a suitable method approved by the Engineer in charge. After removal,

all loose and disintegrated material, the underlying layers which might have

been disturbed should be suitably reworked and compacted to line and level.

Reusable materials shall be stacked as directed by the Engineer in charge within

1000 m of their origin.

4.3.3. Tack coat:

A tack coat in accordance with sub clauses given below shall be applied as

required by the Contract documents, or as directed by the Engineer in charge.

4.3.4. Preparation and transportation of the mixture:

4.3.4.1. Mixing :

The provisions as specified in clauses 1.3.4 shall apply.

4.3.5. Spreading:

The provisions as specified in clause 1.3.5 shall apply.

4.3.6. Rolling:

The provisions as specified in clauses 1.3.6 shall apply.

4.4. SURFACE FINISH AND QUALITY CONTROL OF WORK.

The surface finish of the completed construction shall conform to the

requirements of clause 1.4. All materials and workmanship shall comply with the

provisions set out in section 900 of the specifications for "specifications for road

and bridge works- fourth revision published by Indian Road Congress 2001".

4.5 Arrangement for traffic:

During the period of construction, arrangements for traffic shall be made in

accordance with the provisions of clause

4.6 Protection of the Layer

The bituminous macadam shall be covered with either the next pavement course

or wearing course, as the case may be, within a maximum of twenty four hours.

If there is to be any delay, the course shall be covered by a seal coat to the

requirement before opening to any traffic.

The rate for Dense Graded Bituminous Macadam shall be payment in full for

carrying out the all required operations as specified, and shall include, but not

necessarily limited to all components listed in clause 1.6.0. The rate shall include

the provision of bitumen, at 4.5 per cent by weight of the total mixture.

The variance in actual percentage of bitumen used will be assessed only for

consumption purpose and the payment shall not be adjusted, up or down,

ITEM NO. 5: Providing and laying Dense-graded Bituminous Macadam

Providing and laying DENSE GRADED BITUMINOUS MACADAM (DBM) as per gradation

and bitumen for mixing shall be as arrived from mix design, provided in no case it shall be

less than 4.0% for Grade I and 4.5% for Grade II by wt. of total mix as binder by batch

mix type hotmix plant and laying by sensor paver finisher including consolidation by rollers

as specified including providing and operating plant, sensor paver and machinery, cost of

fuel, oil lubricant and labour charges, tests requied to be carriedout including cost of

aggregate and filler (if found required as per mix design)etc complete (including cost of

providing bitumen )

(1) 4.50% bitumen (Including cost of bitumen)

(2) 4.00% bitumen (Including cost of bitumen)

The specification describes the design and construction procedure for Dense

Bituminous Macadam, (DBM), for use mainly, but not exclusively, in base/binder and

profile corrective courses. The work shall consist of construction in a single or multiple

layers of DBM on a previously prepared base or sub-base. The thickness of a single

layer shall be 50 mm to 75 mm for DBM-II, whereas it can be 75 mm to 100 mm with

DBM-I in case of redesigning the pavement for achieved soaked CBR value being lower

than design soaked CBR of 8%.

The bitumen shall be viscosity grade paving bitumen VG 30 complying with the Indian

Standard Specification IS: 73or as otherwise specified in the Contract. The type and

grade of bitumen to be used shall be VG 30 grade of paving bitumen satisfying

specified in Table

Table 2 Requirements for Paving Bitumen VG

Sr.No. Characteristics Requirement

Penetration at 25°C, 100 g, 5 s, 0.1 mm,

2 Absolute viscosity at 60°C, Poises 2400-3600

3 Kinematic viscosity at 135°C, cSt, Min

Flash point (Cleveland open cup), °C,

Solubility in trichloroethylene, percent,

6 Softening point (R&B), °C, Min

7 Tests on residue from rolling thin film oven test:

a) Viscosity ratio at 60°C, Max

b) Ductility at 25°C, cm, Min

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

material retained on 2.36 mm sieve. The aggregates shall satisfy the requirements

specified inTable 3.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. Fine aggregates shall consist of crushed or naturally

occurring mineral material, or a combination of the two, passing the 2.36 mm sieve and

retained on the 75-micron sieve. Natural sand shall not be allowed in binder courses.

However,natural sand up to 50 percent of the fine aggregate may be allowed in base

courses. The fine aggregate shall have a sand equivalent value of not less than

when tested in accordance with the requirement of IS: 2720 (Part 37). The plasticity

index of the fraction passing the 0.425 mm sieve shall not exceed 4, when tested in

accordance with IS: 2720 (Part 5).

Table 3 Physical Requirements for Coarse Aggregate for Dense Bituminous Macadam

Property Test Specification Method of Test

Cleanliness (dust) Grain size analysis IS:2386 Part I

Combined Flakiness and

Particle shape Max 35% IS:2386 Part I

Elongation Indices

Los Angeles Abrasion Value Max 35%

Strength or IS:2386 Part IV

Aggregate Impact Value Max 27%

Soundness: Sodium Sulphate Max 12%

Durability or IS:2386 Part V

Magnesium Sulphate Max18%

Water Absorption Water Absorption Max 2% IS:2386 Part Ill

Coating and Stripping of

Stripping retained coating IS:6241

Bitumen Aggregate Mix

Water Sensitivity Retained Tensile Strength Min. 80% AASHTO

Aggregate Grading and Binder Content

When tested in accordance with IS:2386 Part 1 (wet sieving method), the combined

grading of the coarse and fine aggregates and filler for the particular mixture shallfall

within the limits given in

Table 4for grading 1 or 2 as specified in the Contract. Toavoid gap grading, the

combined aggregate gradation shall not vary from the lower limit onone sieve to higher

limit on the adjacent sieve.

Table 4 Composition of Dense Graded Bituminous Macadam

Nominal aggregate size1 37.5 mm 26.5 mm

Layer thickness 75 - 100 mm 50 - 75 mm

IS Sieve (mm) Cumulative % by weight of total aggregate passing

Bitumen content % by mass of total

The bitumen content required shall be determined following the Marshall mix design

procedure contained in Asphalt Institute Manual MS-2.Where maximum size of the

aggregate is more than 26.5 mm, the modified Marshall methodusing 150 mm diameter

specimen described in MS-2 and ASTM D 5581 shall be used. Thismethod requires

modified equipment and procedures. When the modified Marshall test isused, the

specified minimum stability values inTable 6 shall be multiplied by 2.25, andthe

minimum flow shall be 3 mm. The Fines to Bitumen (F/B) ratio by weight of total mix

shall range from 0.6 to 1.2. Apart from conformity with the grading and quality

requirements for individual ingredients, the mixture shall meet the requirements set out

in Table 5. Alternatively, minimum bitumen content recommended as given in

Table 4 can be used for production of mix, provided the mix satisfies the requirements

4, Table 5 and Table 6. The compacted layers of Dense Graded BituminousMacadam

(DBM) shall have a minimum field density equal to or more than 92% of the

densitybased on theoretical maximum specific gravity (Gmm) obtained on the day of

compaction in accordance with ASTMD

Table 5 Requirements for Dense Graded Bituminous Macadam

Properties Requirement Test Method

Compaction level 75 blows on each face of the specimen

Minimum stability (kN at 60ºC) 9.0 AASHTO T245

Marshall flow (mm) 2-4 AASHTO T245

Marshall Quotient(Stability/Flow) 2-5 MS-2 and ASTM D2041

% air voids 3-5

% Voids Filled with Bitumen65-75

Coating of aggregate particle 95% minimum IS:

Tensile Strength ratio 80% Minimum AASHTO T

% Voids in MineralMinimum percent voids in mineral

Aggregates(VMA) aggregate (VMA) are set out in Table

Table 6 Minimum Percent Voids in Mineral Aggregate (VMA)

Minimum VMA Percent Related to Design Percentage Air

Nominal Maximum

Particle Size (mm)

Job Mix Formula

The Contractor shall submit to the Engineer for approval at least 21 days before the

start the work, the job mix formula proposed for use in the works, together with the

following details:

i. Source and location of all materials

ii. Proportions of all materials expressed as follows:

a) Binder type, and percentage by weight of total mix

b) Coarse aggregate/Fine aggregate/Mineral filler as percentage byweight of

total aggregate including mineral filler

iii. A single definite percentage passing each sieve for the mixed aggregate

iv. The individual gradings of the individual aggregate fraction, and

theproportion of each in the combined grading

v. The results of mix design such as maximum specific gravity of loose mix

(Gmm), compacted specimen densities, Marshall stability, flow, airvoids, VMA,

VFB and related graphs and test results of AASHTO T 283Moisture

susceptibility test

vi. Where the mixer is a batch mixer, the individual weights of each type of

aggregate, and binder per batch

vii. Test results of physical characteristics of aggregates to be used

viii. Mixing temperature and compacting temperature.

While establishing the job mix formula, the Contractor shall ensure that it is based on a

correct and truly representative sample of the materials that will actually be used in the

work and that the mix and its different ingredients satisfy the physical and strength

requirements of these Specifications.

Approval of the job mix formula shall be based on independent testing by the Engineer

for which samples of all ingredients of the mix shall be furnished by the Contractor as

required by the Engineer.

The approved job mix formula shall remain effective unless and until a revised Job Mix

Formula is approved. Should a change in the source of materials be proposed, a new

job mix formula shall be forwarded by the Contractor to the Engineer for approval

before the placing of the material.

Plant Trials - Permissible Variation in Job Mix Formula

Once the laboratory job mix formula is approved, the Contractor shall carry out plant

trials to establish that the plant can produce a uniform mix conforming to the approved

job mix formula. The permissible variations of the individual percentages of the various

ingredients in the actual mix from the job mix formula to be used shall be within the

limits as specified in

Table 7and shall remain within the gradation band. These variations are intended to

apply to individual specimens taken for quality control tests in accordance withMoRTH-

2013(Fifth revision)Section

Table 7 Permissible Variations in the Actual Mix from the Job Mix Formula

Description Base/binder Course

Aggregate passing 19 mm sieve or larger ±8%

Aggregate passing 13.2 mm, 9.5 mm ±7%

Aggregate passing 4.75 mm ±6%

Aggregate passing 2.36 mm, 1.18 mm, 0.6±5%

Aggregate passing 0.3 mm, 0.15 mm ±4%

Aggregate passing 0.075 mm ±2%

Binder content ±0.3%

Mixing temperature ± 10°C

Construction Operations

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 10°C for mixes with conventional bitumen;

Preparation of Base

The base on which Dense Graded Bituminous Material is to be laid shall be prepared in

accordance with Chapter Error! Reference source not found. and chapter Error!

Reference source not found..

Where the material on which the dense bituminous macadam is to be laid is other than

a bitumen bound layer, a prime coat shall be applied, as specified, in accordance with

the provisions of Chapter Error! Reference source not found..

Where the material on which the dense bituminous macadam is to be laid is either

bitumen bound layer or primed granular layer, tack coat shall be applied, as specified,

in accordance with the provisions ofChapterError! Reference source not found..

Mixing and Transportation of the Mix

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 8of these

Specifications. The difference in temperature between the binder and aggregate shall at

no time exceed 14°C. 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.

Table 8 Mixing, Laying and Rolling Temperatures for Bituminous Mixes (Degree Celsius)

Bitumen Bitumen Aggregate Mixed Laying Rolling

viscosity Temperature Temperature material Temperature Temperature

grade Temperature

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. Table 8gives

the mixing, laying and rolling temperature for dense mixes using viscosity grade

In case of modified bitumen, the temperature of mixing and compaction shall be higher

than the mix with viscosity grade bitumen. The exact temperature depends upon the

type and amount of modifier used and shall be adopted as per the recommendations of

the manufacturer. In order to have uniform quality, the plant shall be calibrated from

Rolling must be completed before the mat cools to these minimum temperatures.

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.

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

operations as per MoRTH-2013 (Fifth revision) 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 self-propelled paving machine

equipped with an electronic sensing device. The essential features of the paver finisher

shall conform to Annex A of IRC:27. As soon as possible after arrival at 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 leveled 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

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 MoRTH-2013 (Fifth revision) Clause 501.8.

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

treatment, whichever is specified in the Contract.

Rolling and 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, rollingshall commence at the edges and progress towards the center longitudinally

except that on super-elevated and unidirectionaly 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 witha 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 bycarrying

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

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 of 300 mm.

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

rolled, theroller 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

permittedto stand on pavement which has not been fully compacted, and necessary

precautions shallbe taken to prevent dropping of oil, grease, petrol, diesel or other

foreign matter on thepavement either when the rollers are operating or standing. The

wheels of roller machineshall be in good working order, to prevent the mix from

adhering to the Wheels. Only sufficientmoisture 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.

Where joints are made, the material shall be fully compacted and the jointmade flush in

one of the following ways:

A. All joints shall be cut vertical to the full thickness of the previously

laidmix. All loosened material shall be discarded and the vertical

facecoated with a suitable viscosity grade hot bitumen, or cold

appliedemulsified bitumen. While spreading the material along the joint

thematerial spread shall overlap 25 mm to 50 mm on the previously

laidmix beyond the vertical face of the joint. The thickness of the

looseoverlap material should be approximately a quarter more than the

finalcompacted thickness. The overlapped mix shall be dragged back to

thehot 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

ispracticable and in sufficient proximity for adjacent widths to be

fullycompacted by continuous rolling.

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.

For transverse joints methodA above shall apply. Transverse joints in thesuccessive and

adjoining layers shall have a minimum offset of 2 m.

The compaction process shall be carried out by the same plant, and using the same

method, as approved in the laying trials.

Opening to Traffic

It shall be ensured that the traffic is not allowed, on the surface until the dense

bituminous layer has cooled to the ambient temperature.

Surface Finish and Quality Control of Work

Horizontal Alignment

Horizontal alignment shall be reckoned with respect to the Centre line of the

carriageway as shown on the drawings. The edges of the carriageway as constructed

shall be correct within a tolerance of ±10 mm therefrom.

The levels of the Binder course shall not vary from those calculated with reference to

the longitudinal and cross-profile of the road shown on the drawings beyond the

tolerances limit of ±6 mm.

For checking compliance with the above requirement for Densegraded Bituminous

Macadam, measurements of the surface levels shall be taken on a grid of points placed

at 6.25 m longitudinally and 3.5 m transversely. For any 10 consecutive measurements

taken longitudinally or transversely, not more than one measurement shall be permitted

to exceed the tolerance as above, this one measurement being not in excess of 5 mm

above the permitted tolerance.

Surface Evenness

The longitudinal profile shall be checked with a 3 meter long straight edge/moving

straightedge as directed by the Engineer at the middle of each traffic lane along a line

parallel to the center line of the road. The maximum permitted number of surface

irregularities shall be as per MoRTH-2013 (Fifth revision).

The maximum allowable difference between the road surface and underside of a 3 m

straightedge when placed parallel with, or at right angles to the center line of the road

at points decided by the Engineer shall be 6 mm for Dense graded Bituminous

Quality Control

Control on the quality of materials and works shall be exercised by the Engineer in

accordance with Section 900 MoRTH-2013 (Fifth revision).

Arrangements for Traffic

During the period of construction, arrangements for traffic shall be made in accordance

with the provisions.

Measurement for Payment

Dense Graded Bituminous Materials shall be measured as finished work either in cubic

metres, tonnes or by the square metre at a specified thickness as indicated in the

Contract drawings, or documents.

The contract unit rate for Dense Graded Bituminous Macadam shall be payment in full

for carrying out all the required operations as specified and shall include, to all

components listed below,

i. Making arrangements for traffic. except for initial treatment to verge,

shoulders and construction of diversions;

ii. Cleaning of the surface;

iii. Providing all materials to be incorporated in the work including

arrangement for stock yards, all royalties, fees, rents where necessary

and all leads and lifts;

iv. Mixing, transporting, laying and compacting the mix, as specified

including all wastage in cutting joints;

v. All labour, tools, equipment, plant including installation of hot mix plant,

power supply units and all machinery, incidental to complete the work to

these Specifications;

vi. Carrying out the work in part widths of the road where directed;

vii. Carrying out all tests for control of quality;

viii. The rate shall cover the provision of bitumen at the application rate

specified in the contract, with the provision that the variation in actual

percentage of bitumen used shall be assessed and the payment adjusted

accordingly as per Contract;

ix. The rates include for all testing, mix design, transporting and testing of

samples, and cores and tests as directed by the Engineer; and

x. The cost of all plant and laying trials as specified to prove the mixing and

laying methods shall be deemed to be included in the Contractor's rates.

The rate shall include the provision of bitumen, at 4 percent and 4.5 percent by weight

of the total mixture for grading 1 and grading 2 respectively. The variation in actual

percentage of bitumen used shall be assessed and the payment adjusted plus or minus

Providing R.C.C. precast machine hole frame with cover as per type design

for circular machine hole and scraper machine hole etc. complete.

(A) For Circular machinehole of I.S.I. Mark

Outer diameter :- 860 mm

Thickness :- 175 mm

Protection for edge :- 25x25x3 mm M.S. angle shall be provided to

project the edges of frame with anti corrosive

Clear Opening :- 560 mm

Tolerance :- +/- 5 mm

Heavy duty cover (Circular) :-

Outer diameter :- 715 mm

Thickness :- 100 mm

Lifting hooks :- 16 mm Tot Bar welded to the bottom with

steel. It shall be easily and quickly opened

with crow bars and pickaxes.

Protection for edge :- Same as for frame.

Design Loan and carrying capacity : 35 M.T.

Tolerance :- +/- 5 mm

(i) Cover shall conform I.S. 12592 (Part-I 1988)

(ii) Frame shall conform I.S. 12592 (Part-II 1991)

(iii) After production of each lot of machinehole frame and cover the contractor shall

send the offer letter for testing of same to Drainage Engineer. The authorized

representative of Drainage Engineer shall select the specimens of cover as per

I.S. for the load test, which should be carried out at S.V.N.I.T. or GARY, Surat.

The specimens of frame should be checked for its reinforcement which must be

provided as per detailed drawings attached with tender. The cost for testing of

machinehole cover and frame broken for inspection shall be born by the

contractor in any ease.

(b) For Scraper machinehole.

DIMENSIONS FOR EACH SLEEPER :

Length (L) 1100 mm

Breadth (B) 350 mm

Thickness (T) 100 mm

Protection for edge :- 25 x 25 x 3 mm. M.S. angle shall be provided to protect

the edges of sleeper and the four sides of sleeper shall be covered with 100 mm

width M.S. strip having thickness 2 mm.

Clear Opening of

Scraper machinehole :- 900 mm x 1200 mm

Reinforcement :- As shown in drawing.

Frame :- Frame shall be made from 2 mm thick M.S.

plate as shown in drawing.

Lifting hooks :- 16 mm M.S. bar welded to the bottom steel. It

shall be easily and quickly

opened with crow bars and pickaxes.

Design load and carrying capacity :- 25 M.T.

(I) After production of each lot of sleepers the contractor shall send the offer letter

for testing of same to Engineer-in-charge. The authorized representative of

Engineer-in-charge shall select the specimens of sleepers as per I.S. for the load

test which shall be carried out at S.V.N.I.T. or GARY, Surat. The cost of testing

of sleeper for inspection shall be born by the contractor in any case.

(ii) 4% of the sleepers will be selected for load test and if the sample fails to carry

the designed load, the whole lot shall be liable for rejection.

(iii) 25% of the prepared lot shall be selected for physical (for dimension and

workmanship) testing. The tolerance given below shall be strictly followed.

Length - 1100 mm +/- 5mm

Width - 350 mm +/- 3 mm

Thickness - 100 mm +/-2.5 mm.

(iv) Each sleeper shall be marked with your of manufacturing and notation of SMC-

MODE OF MEASUREMENT AND PAYMENT :

The mode of payment shall be as per No.

ITEM NO.7 : MACHINE HOLE REPAIRING

Providing and laying plain cement concrete M-200 - (1:1.5:3) (1 cement,

coarse sand, 3 stone aggregate of 20 mm nominal size) for raising/lowering

the existing machinehole cover (with frame) of drainage water supply, sewer

trap chamber, Gas chamber, Scrapper machinehole frame and cover and/or

chambers of any utility services up to the newly carpeted/re-carpeted road

surface including smooth plain cement plastering in C.M. 1:3 on both side etc.

The item shall consist of dismantling the existing machinehole cover up to required

depth and raising/lowering the chamber with plain cement concrete 1:1.5:3 (1 cement :

1.5 coarse sand : 3 stone aggregate) up to the newly re-carpeted/carpeted road surface

including fixing the machinehole cover frame in concrete and plastering the chamber.

7.1.1. Materials:

The ordinary concrete mix shall generally be specified by volume. For cement which

normally comes in bags and is used by weight, volume shall be worked out taking 50 kg

of cement as 0.035 cu. m. in volume.

Ingredients required for ordinary concrete containing one 50 kg. bag of cement for

1:1.5:3 mix shall be of 1 part of cement 1.5 parts of sand and 3 parts of black metal of

20mm nominal size. For measuring sand and metal suitable box shall be prepared.

Fine aggregate shall be cleaned, hard, coarse sand. It shall be free from dust and such

other substances. The sand shall be got approved by Engineer in charge.

The coarse aggregate shall be of hard, broken black trap metal of 20mm nominal size.

This should be of approved quality and taken from a quarry approved by the Engineer in

The water for mixing shall be potable water to satisfaction of the Engineer in charge.

The quantities of water shall be just sufficient to produce a dense. Concrete of required

workability for the job. Mixing shall be continued till materials are uniformly distributed

and on uniform colour of the entire mass is obtained and each individual particle of the

course aggregate shown complete coating or mortar containing its proportionate

amount of cement. Before laying concrete the existing chamber shall be dismantled up

to required depth and frame shall be removed shall when be thoroughly wetted, all free

water removed and then coated with neat cement grout. The cover frame shall be fixed

at required level so that cover could be fixed at road level surface. The contractor at his

own expenses shall put up necessary shoring strutting and planking or cut slopes to a

surface angle or both with due to regard to the safety of personnel works and to the

satisfaction of Engineer in charge.

The contractor shall furnish the design and drawing of complete form work (i.e. the

forms as well as their supports) for approval of the Engineer in charge before any

erection is taken up. The design of form work shall ensure that the forms can be

conveniently removed without disturbing the concrete. The design shall facilitate proper

and safe access to all parts of form work for inspection. The form work shall be robust

and strong, the joints shall be leak-proof. The form work shall be so made as to produce

a finished concrete true to shape, line and levels. Forms shall be made sufficiently rigid

by the use of ties and bracings to prevent any sagging between supports.

7.1.2. Plastering:

The inside and outside surface of chamber shall be plastered in cement mortar 1:3 (1

part of cement and 3 parts of sand). The mortar shall be laid on the wall between the

screed using the plaster's float and pressing the mortar so that the raked joints are

properly filled. The plaster shall than finished off with a wood.

Curing shall be started as soon as the mortar used for finishing has hardened

sufficiently and not to be damaged when watered.

The rate shall include the cost of dismantling the existing chamber up to required depth

removing the frame, raising the chamber up to required level with cement concrete,

fixing the frame, plastering the chamber wall, fixing machinehole cover and all labour

and materials as well as tools and plants required for the work.

The measurement for payment shall be per number of machinehole.

(i) Clause 1.7.0 (iii) shall apply.

(ii) The work of lowering/raising the man hole and the frame cover on the newly re-

carpeted road shall be done immediately within 3 days of the completion of the desired

course. Any accidents occurring due to the bad levels of man hole shall be the sole

responsibility of the contractor.

ITEM NO.8: CARTING OF BITUMEN

Carting and conveying of bulk bitumen from refinery or any depot of refinery to Surat

site as directed by Engineer-in-charge including loading unloading in suitable tanks /

drums etc. complete with octroi change applicable from time to time.

Entire quantity of bulk asphalt required for this work shall be carted by the contractor

completely at his cost and risk from the refinery or any depot of Refinery as directed by

Engineer in charge for which the following terms and condition shall be binding to him.

[1] All the original bills and gate passes issued by Refinery shall be in the name of Surat

Municipal Corporation for this tender work only.

[2] Contractor shall produce original bill as per above condition to the Engineer-in-charge.

[3] All the gate-passes and octroi receipts in original issued by the refinery shall have to be

submitted along with the bill and from SMC octroi post respectively.

[4] The vehicle Number of the tanker carrying the bulk asphalt shall be shown

correspondingly on the gate pass.

[5] The contractor shall produce original purchase bill indicating the quality grade of bulk

asphalt and shall also produce test results/certificate regarding grade for the same in

[6] A register showing day to day receipt, consumption and balance of bulk asphalt shall

have to be maintained at the site of work by the contractor.

[7] The weight of bulk asphalt supplied shall be taken as per verification of actual net

weight at weigh bridge installed at Hotmix plant site either at Bhatar or any other

S.M.C. plant site.

[9] The difference between the each tanker's weight as per supplie's/refinery bill and

weigh at SMC weigh bridge should not be more than +/- 1.0 % by wt. If the difference

crosses the above prescribed limit in such case quantity of bulk asphalt shall be

recovered at the rate of landed cost of bulk bitumen VG:30 (for Surat) from the

contractor. If wastage of bulk asphalt upto permissible limit of (+/-) 2% over

theoretical consumption will be allowed and if wastage is more than that limit

prescribed shall be recovered at double the cost of the bulk asphalt considered in rate

analysis as landed cost of bulk bitumen VG:30 (for Surat) And if the bulk asphalt will

be used less than 2% of the theoretical requirement than reduce rate will be given

according to rate analysis for individual the item.

ITEM NO.9 : MICRO SURFACING Type-III

Providing and laying micro surfacing course comprising of dry fine aggregate

conforming to Type-III grading of specification, polymer modified cationic slow setting

bitumen emulsion (Having 60% binder content 3.6% polymer), ordinary portland

cement, chemical additives and water in the following proportion.

(i) Fine aggregate conforming to type-III grading @ 12 kg. per sq.m. of road surface

(ii) Bitumen emulsion @ 13% by weight of fine aggregate.

(iii) Cement @ 1.5% by weight of fine aggregate.

(iv) Additive @ 2% by weight of fine aggregate.

(Note: (1) This item includes the cost of any bitumen required as tack coat as

per the specification, and all the cost of bitumen emulsion, ordinary Portland

cement, chemical additives, aggregates and water.

(2) This item includes the crack sealing with bitumen of grade VG 30-sand

grout, if any before applying micro surfacing layer.

(3) This item includes the cost of making surface leveled with any

mechanical means before applying micro surfacing layer, if the particular

portion is having patchwork above regular road level)

The above mentioned % by weight of ingredients are indicative only. The

design mix shall be prepared as per IRC:SP:81-2008 & get it approved from

Engineer-in-charge before commencement of work.

ITEM NO.10: MICRO SURFACING Type-II

Providing and laying micro surfacing course comprising of dry fine aggregate

conforming to Type-II grading of specification, polymer modified cationic slow setting

bitumen emulsion (Having 60% binder content 3.6% polymer), ordinary portland

cement, chemical additives and water in the following proportion.

(i) Fine aggregate conforming to type-II grading @ 9 kg. per sq.m. of road surface

(ii) Bitumen emulsion @ 13.5% by weight of fine aggregate.

(iii) Cement @ 1.5% by weight of fine aggregate.

(iv) Additive @ 1.5% by weight of fine aggregate.

(Note: (1) This item includes the cost of any bitumen required as tack coat as

per the specification, and all the cost of bitumen emulsion, ordinary Portland

cement, chemical additives, aggregates and water.

(2) This item includes the crack sealing with bitumen of grade VG 30-sand

grout, if any before applying micro surfacing layer.

(3) This item includes the cost of making surface leveled with any mechanical

means before applying micro surfacing layer, if the particular portion is

having patchwork above regular road level )

The above mentioned % by weight of ingredients are indicative only. The

design mix shall be prepared as per IRC:SP:81-2008 & get it approved from

Engineer-in-charge before commencement of work.

For Item No. 9 &

MEASUREMENT AND PAYMENT

MEASUREMENT OF THE WORK

The quantity of micro surfacing measured for payment shall be the number of

square meters of paved surface conforming to this specification and accepted by the

NOTE : Contractor must have to survey road to be micro surfacing first then if necessity

arise as per survey, contractor have to do profile correction work using required

aggregate, fine aggregate & VG 30 as per technical specification compulsory before

carrying out micro surfacing work.

In general the guidelines and specifications as mentioned in IRC SP

including all tables and appendices shall be considered as a primary

The work shall include lowering of higher level patchwork to the level

as directed by engineer in charge, sealing of cracks with VG 30 grade

bitumen-sand grout, the design, testing, construction and quality

control required for the proper application of Micro surfacing.

1.2 DESCRIPTION

Micro surfacing is a mixture of polymer modified asphalt emulsion, mineral

aggregate, mineral filler, water and other additives, properly proportioned,

mixed and spread on a paved surface. The mix will be able to accept traffic after

a short period of time and the end product will withstand heavy traffic and

maintain a skid resistant surface throughout its service life if properly designed

1.3 REFERENCED STANDARDS

IS 2386 (Part-1) Methods of Test for Aggregate for Concrete : Particle size and

IS 2386 (Part-3) Methods of Test for Aggregate for Concrete : Specific gravity,

density, voids, absorption and bulking.

IS 2386 (Part-4) Methods of Test for Aggregate for Concrete : Mechanical

IS 2386 (Part-5) Methods of Test for Aggregate for Concrete : Soundness

ASTM C 136 Method for Sieve Analysis of Fine and Coarse Aggregate

ASTM D 1664 Test Method for Coating and Stripping of Bitumen - Aggregates

ASTM D 2172 Test Methods for Quantitative Extraction of Bitumen from

Bituminous Paving Mixtures.

ASTM D 2419 Test Method for Sand Equivalent Value of Soils and Fine

ASTM D 3910 Design, Testing and Construction of Slurry Seal

ASTM E 303 Method for Measuring Surface Frictional Properties Using the British

Pendulum Tester,

ASTM E 965 Test Method for Measuring Surface Macrotexture Depth Using a

Volumetric Technique

ISSA A 143 Recommended performance guidelines for Micro-Surfacing

ISSA TB 112 Method to Estimate Slurry Seal Spread Rates and to Measure

Pavement Macro texture

ISSA TB 145 Test Method for Determination of Methylene Blue Adsorption

Value (MBV) of mineral Aggregate Fillers and fines.

1.1.0 MATERIALS

1.1.1 AGGREGATES

The aggregates shall consist of 100% crushed stone, durable, clean and free from earth

soil or undesirable particles.

Not less of 90% by weight of the aggregate retained on 4.75 mm sieve shall have at

least two fractured faces.

The combined aggregate, when tested according ASTM D2419, shall have a sand

equivalent not less than 50. The aggregates methylene blue index when tested

according ISSA TB 145, shall be less than 10 mg/g.

Coarse aggregate and parent rock from which the sand is obtained shall conform the

requirements in table II-1.

Table II-1. Requirements of aggregates for micro surfacing

Test Test Method Requirement

Loss Angeles Abrasion Value1 IS 2386 (Part 4) max. 40%

Aggregate Impact Value 5 IS 2386 (Part 4) max. 30%

Flakiness and Elongation Indices (Total)2 IS 2386 (Part 1) max. 30%

Coating and Stripping of Bitumen Aggregate Mixtures ASTM D 1664 max. 95%

Soundness IS 2386 (Part 5)

(i) Loss with sodium sulphate 5 cycles max. 12%

(ii) Loss with magnesium silphate 5 cycles max. 18%

Water absorption IS 2386 (Part 3) max. 2%

1.1.2 MINERAL FILLER

Mineral filler will be ordinary port land cement. At the time of use, it shall be sufficiently

dry to flow freely and essentially free from agglomerations. The quantity of filler shall be

preferably in the range of 0.5 % to 2 % by weight of dry aggregate.

1. Aggregates may satisfy requirements of either of the two tests.

2. To determine the combine proportion the flaky stone from a representative sample

should be first separated out. Flakiness index is the weight of flaky stone particles

divided by the total weight of stone sample. Only the elongated particles should be

separated out from the remaining (non-flaky) stone metal. Elongation index is the

weight of the elongated particles divided by total non-flaky particles. The value of

flakiness index and elongation index are added up.

1.1.3 EMULSIFIED ASPHALT

The binder shall be polymer modified cationic bitumen emulsion of Slow Setting grade,

complying with following requirement.

It shall be a modified (polymer modified/Latex modified) bitumen emulsion confirming

to requirement specified in Table-8. The modifier shall be polymer/rubber preferably synthetic

or natural rubber latex blended into bitumen or aqueous phase of emulsion prior to or during

the emulsification process. The bitumen emulsion may also be required to be specifically design

for the purpose as per the quality and the grading of aggregates for a climatic condition.

The requirement of modified bitumen emulsion for micro surfacing work shall be as per

Table-8 (As mentioned below) of IRC-SP-81which shall be assured at all the time.

Requirement Specificati Method of Test

Residue on 600 µm IS Sieve (Percent by mass), maximum 0.05 IS

Viscosity by say bolt Furol Viscometer, at 250C, in second 20-100 IS

Coagulation of emulsion at low temperature Nil IS

Storage stability after 24 h (168 h), %, maximum 2(4) IS

Particle charge, + ve / - ve + ve IS

Tests on Residue:

(a) Residue by evaporation, % maximum 60 IS

(b) Penetration at 250C/ 100 g/ 5 s 40-100 IS

(c) Ductility at 270C, cm, minimum 50 IS

(d) Softening Point, in 0C, minimum 57 IS

(e) Elastic recovery*, %, minimum 50 IS

(f) Solubility in trichloroethylene, % minimum 97 IS

Coating ability and water resistance Annex F

Coating, dry aggregate IS:

Coating, after spraying

Coating, wet aggregate

Coating, after spraying

Miscibility with water Nil Annex H IS:

Water content in % Max 40 ASTM D

Distillation in % 60 - 0 ASTM D

Oil distillate, by volume of emulsion residue in %

* In case, elastic recovery is tested for Torsional Elastic Recovery as per Appendix-8, the Minimum

value shall be 20%.

1. This requirement shall be applicable only under situations where the ambient

temperature is below 150C.