Repair work of Wear & Tear of C.C Surface by high performance, fast setting and curing free geopolymer mortar and Repair of Patch and Pothole repair by high performance, fast setting and curing free geopolymer concrete at Law garden to NCC Circle Existing Road in Navarangpura ward and Diff.ward of West Zone (ARC)

2. Tender Estimated Cost Rs.1,49,98,292.00 (exclusive of GST). GST will be paid extra by

AMC/Authority at prevailing rate to the contractor.

1% of the Tender Cost in the form (Rs.1,49,983.00)

3. Earnest Money 1%

(D.D./Pay Order / B.G.)

4 Tender Fee Rs. Demand Draft of Rs.3600.00

5 % of Contract Value to be submitted in the form of Bank

Guarantee as per. Bank Guarantee shall be from approved list of

AMC of banks and the issuing branch of bank guarantee shall be

5 S.D. of Amdavad City only. The validity of the Security Deposit shall be

up to valid till 90 days beyond Date of completion of work. The

Security Deposit shall be payable in 15 days from date of receipt

of LOI failing which interest @4% per annum will be charged by

6. Time-Limit 12 months (Excluding Monsoon)

7. Validity Period 180 Days

(i) Last Date of Online Submission

a) In Sealed cover in duplicate copies by Registered Post A.D,

(ii) Mode of Sending or by Courier.or hand delivery

b) Tender sent by ordinary post will be rejected out right.

(iii) Description essential to be

a) Name of work, Tender Notice No. & Tender No.

made on sealed cover b) Date of receiving tender by Corporations.

(iv) Mode of quoting rates in

The Price bid shall be submitted online only.

Schedule of Quantities and Rates It shall not be submitted Physically.

9. Date of Opening Dt. 07.03.2026, 15:00 hrs.

10. Place of Submission & Opening of Submission of EMD. Tender fee and other Documents during

office hours: On date.07.03.2026& 12:00 hrs West Zone, 2nd

Tender Floor, A.M. Office, Dr. Ramanbhai Patel Bhavan,

Usmanpura.Ahmedabad Municipal Corporation, W.Z. Office,

Ahmedabad-380013.

(1) Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)

11. Penalty Due to Delay of work Rs.2500 per day (for tenders amounting above 10 Lakhs and upto

30 Lakhs), (3) Rs.5000 per day (for all tenders amounting above

30 Lakhs) but not more then 10% of bill

The Defect Liability Shall be as follows:

12. Defect Liability For individual roads, the DLP shall be 2 year from the date of

completion mentioned in the completion certificate issued by

Authority for each road

Whenever a work is allotted by Engineering staff, whether minor

or major of part thereof of any amount, the contractor shall be

bound to start the works within 7 days of intimation of work.

Communication done telephonically via SMS, Via Whatsapp and

through letter / E-mail shall be considered legal and binding for

the same. Failure of comply to start the works in 7 days of

Time permitted to start parts of intimation as above by contractor the contractor shall be levied

work penalty of (1) Rs.1000/- per day (for tenders amounting upto

Lakhs), (2) Rs.2500 per day (for tenders amounting above

Lakhs and upto 30 Lakhs), (3) Rs.5000 per day (for all tenders

amounting above 30 Lakhs). Three times failures by contractor

shall make contractor responsible to be black listed unless and

otherwise justified properly in writing / binding within 15 days of

last notice of penalty.

14. ftuLx[t¾xhlu «J<obtl GST yjd&e åþfJJtbtk ytJNu

 The staff of the contractor shall wear safety jackets, shoes,

helmets etc. while on duty and any violation will attract a fine of

Rs. 5,000/- for each incident.

15 Safety  Failure to erect safety signage or trying to carry out the

works without proper precautions/safety measures as required

will attract a fine of Rs. 5,000/- for each incident.

 If contractor work is not Started or not completed in time

16 Debar condition or delay or left the ongoing work so As Per AMC Debar Circular

no.74 Dated 15.10.2025 Action taken against Agency

5% amount of each running bill including price escalation shall be

deducted against defect liability / performance guarantee and

Performance Guarantee:

17 shall be refunded against BG. Such Amount shall be released only

after completion of Defect Liability period (after deductions of

performance based recovery if any.)

 180 days from the last date of submission of Tender. it

18 Tender validity period should be valid for 180 days from the last date of online tender

Contractor's Sign Addl.C.E.(west

SCHEDULE OF BIDDING PROCESS

Event Description Date

1 Sale of Bid Documents

2 Last date of Online submission 06.03.2026 before 18:00 hrs.

3 Last date of Physical submission 07.03.2026 before 12:00 hrs.

4 Pre bid meeting --

5 Opening of Technical Bid 07.03.2026 before 15:00 hrs.

6 Opening of Price bid To be intimated later.

7 Validity of Bid 180 Days.

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zebtLz z[tVx / auf “Bgwrlrmvj frb§h©e, ybœtJtœ” lt ltbltu fZtJJtu.

A. Guarantees issued by following banks will be accepted as SD/EMD on permanent basis.

All nationalized Banks B. Guarantees issued by following banks will be accepted as SD/EMD for

the period up to March- 31, 2026. The validity cut-off date in the GR is with respect to the date of

issue of Bank Guarantee irrespective of the date of termination of Bank Guarantee.

1. Commercial Banks :-

2. A U Small Finance Bank

3. Bandhan Bank

4. Barclays Bank

5. City Union Bank

7. DBS Bank India Limited

9. Equitas Small Finance Bank

10. ESAF Small Finance Bank

11. Federal Bank

16. IDFC First Bank

17. Jammu and Kashmir Bank

18. Jana Small Finance Bank

19. Karnataka Bank

20. Karur Vysya Bank

21. Kotak Mahindra Bank

22. South Indian Bank

23. Standard Chartered Bank

24. Tamilnadu Mercantile Bank

25. Utkarsh Small Finance Bank

2. Co-operative and Rural Banks Of Gujarat :-

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Nutan nagrik Sahakari Bank Limited

3. Rajkot Nagarik Sahakari Bank Limited

4. Saraswat Co-operative Bank

5. SBPP Co-operative Bank

6. SVC Co-operative Bank

7. The Cosmos co-opretive Bank

8. The Gujarat State Co-Operative Bank

9. The Mehsana Urban Co-operative Bank Limited

10. The Surat District Co-operative Bank

11. The Surat Peoples Co-operative Bank

12. The Kalupur Commerical Co-operative Bank Limited

13. The Panchmahal District Co-operative Bank

14. The Baroda District Co-operative Bank

15. Baroda Gujarat Gramin Bank

16. Saurashtra Gramin Bank

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Ahmedabad Municipal Corporation

WEST ZONE ENGINEERING DEPARTMENT

Name of Work: - Repair work of Wear & Tear of C.C Surface by high performance, fast setting and curing free

geopolymer mortar and Repair of Patch and Pothole repair by high performance, fast setting and curing free

geopolymer concrete at Law garden to NCC Circle Existing Road in Navarangpura ward and Diff.ward of West

No Qty. Item Rate in Rs. Per Amount in Rs.

1 Providing and laying a high-performance, fast-setting

Concrete Resurfacing geopolymer Mortar, completely

curing-free and zero-shrinkage, in 10 mm thickness

over the existing concrete surface ensuring traffic

mobilization within 2 hours of work execution.

The mortar shall:

• Achieve 15 MPa compressive strength within 2 hours.

• Achieve 4 MPa bond strength within 24 hours.

• Be non-shrink, non-toxic, and curing-free.

The work includes:

• Cutting up to the depth of 10mm and then surface

preparation using blowers and mechanical/wire

• Cleaning and conditioning of surface for proper

• Mixing of Geopolymer Mortar in a mechanical mixer

• Placement, finishing & complete execution.

All work shall be carried out as per approved

specifications, technical data sheets, and Engineer-in-

Charge directions. 4759.00 Sq.mt.

2 Providing and laying treatment for wear & tear of

existing concrete or Asphalt pavement using a

premixed, high-performance, curing-free, quick-setting

geopolymer mortar for repair of patch and pothole

with minimum depth of 100 mm, executed without

cutting the panel, ensuring traffic mobilization within

hours of work execution.

The mortar shall:

• Achieve 25 MPa compressive strength within 4 hours.

• Achieve 4 MPa bond strength within 24 hours.

• Be non-shrink, non-toxic, and curing-free.

The work includes :

• Surface preparation using blowers and

mechanical/wire brushing.

• Cleaning and conditioning of surface for proper

• Mixing of the inorganic phosphate-based premix

Geopolymer Mortar in a mechanical mixer.

• Placement, compaction, levelling and finishing.

All work shall be carried out as per approved

specificationsand Engineer-in-Charge directions.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (Hereinafter called “the

Employer”) invites sealed Tender document from reputed and qualified bidders for the

construction of Works detailed in the Table below:-

Sr.No Name of Works Approximate Bid Security Completion

value of works (Rs.) Period

1 Repair work of Wear & Tear of 1,49,98,292.00 1,49,983.00 12 Month

C.C Surface by high (Excluding

performance, fast setting and Monsoon)

curing free geopolymer

mortar and Repair of Patch

and Pothole repair by high

performance, fast setting and

curing free geopolymer

concrete at Law garden to

NCC Circle Existing Road in

Navarangpura ward and

Diff.ward of West Zone (ARC)

2. T e n d e r (a complete set of bidding document) fee shall be Rs.3600/- in the form of

Demand Draft / Pay Order from any Nationalized Bank in favor of MUNICIPAL

COMMISSIONER, Ahmedabad, payable at Ahmedabad, which shall be non refundable.

The fees shall be paid at the time of submitting the tender.

3. Interested bidders shall download the tender documents from website

http://amc.nprocure.com and http://nprocure.com. tender fee as mentioned in clause

above shall be paid by the bidder at the time of bid submission.

4. All bids must be accompanied by Bid Security of the amount specified for the Works in

the above Table payable at Ahmedabad and drawn in favor of AHMEDABAD

MUNICIPAL CORPORATION, Ahmedabad. Bid Security will have to be in any one of

the forms as specified in Clause of ITB (Instructions to Bidders).

5. All Bids must be delivered to Assistant Manager " West Zone, Zonal Office",

Dr.Ramanbhai Patel Bhavan Ushmanpura,Ahmedabad. Not later than 12:00 hrs on

Seal and Signature of the Bidder Addl. City Engineer

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central

2. Contractor shall register the work to labour commissioner as per labour act.

3. Contractor shall not sub-let the work without permission of the authority

4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work

at different sites simultaneously. Contractor's having labour force available during

festivals shall only apply. Contractor can not stop the work due to on availably of labour

force. In case progress is delayed, contractor shall be penalized 0.1% of Tender amount

per day for work done after time limit, maximum up to 10% for remaining work.

5. Bitumen rate difference will be paid as per tender conditions, if applicable.

6. Advance payment / machinery advance will not be paid.

7. Payment of running bill will be made as per recent A.M.C. policy in force.

8. No extra payment will be made due to increase of central / state Govt. Taxes.

9. If the work is not completed within time limit the penalty will be recovered from

immediate bills of contractors.

10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store

then contractor shall not claim for any extra rate for non execution of such item,

11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as

directed"/approved" by the Engineer-in-charge.

12. Wherever a reference to any Indian Standard appears in the specifications, it shall be

taken to mean as a reference to the latest edition of the same in force on the date of

13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence

of specific mention of a particular point or aspect, the provisions on these particular

points, or aspects in the relevant Indian Standards shall be referred to.

14. All measurements and computations, unless otherwise specified, shall be carried out

nearest to the following limits:

(i) Length, width and depth (height)------- 0.01 Meter.

(ii) Areas -----0.01 Sq. Mt.

(iii) Cubic Contents ------0.01 Cu.Mt.

15. The distance, which constitutes lead, shall be determined along the shortest practical route

and not necessarily the route actually taken. The decision of the Engineer-in-charge in

this regard shall be taken as final.

16. Where no lead is specified, it shall mean "all leads"

17. Lift shall be measured from plinth level.

18. Definite particulars covered in the items of work, through not mentioned or elucidated in

it, specifications shall be deemed to be included there in.

19. Reference to specifications of materials as made in the detailed specification of the items

of work is in the form of a designation containing the number of the specification of the

material and prefix 'M' e.g. 'M-5'.

20. Approval to the samples of various materials given by the Engineer-in-charge shall not

absolve the contractor from the responsibility of replacing defective material brought on

site or materials used in the work found defective at a later date.

21. The contract rate of the item of work shall be for the work completed in all respects.

22. No collection of materials shall be made before it is got approved from the Engineer-in-

23. Collection of approved materials shall be done at site of work in a systematic manner.

Materials shall be stone at site of work in a systematic manner. Materials shall be stored

in such a manner as to prevent damage, deterioration or intrusion of foreign matter and to-

ensure the preservation of their quality and fitness for the work.

24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed

from the site of work within 24 hours.

25. No materials shall be stored prior to, during and after execution shall be kept in sufficient

numbers and in good working condition on the site of the work.

26. All works shall be carried out in workmanlike manners per the best techniques for the

particular item.

27. All tools, templates, machinery and equipment for correct execution of the work as well

as for checking lines, levels, alignment of the works during execution shall be kept in

sufficient numbers and in good working condition on the site of the work.

28. The mode, procedure and manner of execution shall be such that it does not cause damage

or over loading of the various components of the structure during execution or after

completion of the structure.

29. All necessary safety measures and precaution (including those laid down in the various

relevant Indian Standards) shall be taken to ensure the safety of men, materials and

machinery on the works as also of the work itself.

30. The testing charges of all materials shall be borne by the Contractor unless recovery at

one percent towards testing charges is separately made.

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

The tender shall be kept valid for acceptance for a period of One Hundred Twenty

Calendar days (120) from opening of price bids.

SECURITY DEPOSIT

Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall

furnish to the Corporation Security Deposit of 5% (Five Percent) of the contract price cheque or

Bank Guarantee, pay order, or demand draft of Nationalized Banks and Schedule Banks only.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 month (Excluding Monsoon) period after the order to start the

works. Progress of work should be in proportion to time limit.

The contractor shall be remain responsible for Workmen’s compensation if any accident. The

contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the

traffic. He shall be responsible for any damage to public. If any incident happen, during the

execution of work. In case of dispute for unseen or overlooked items the decision of the Dy. City

Engineer shall be final. The contractor shall have to give site clean of all rubbish during the work

and at the time of completion of work and hand over the site with final finishing of the work as

directed. All the rejected materials shall be removed from site within 24 hours by contractor at

this risk and cost. Debris shall have to cart daily from site.

For mixing mortar either for masonry or for plaster or for any other purpose contractor shall have

to prepare through of bigger size and mix the mortar in the required proportion. In on case he

shall be allowed to mix the mortar either on floor or any finished surfaces. The contractor shall

have to make his own arrangement for water required for the work.

If any extra item crops up during the progress of work the same shall be carried out by the

contractor and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on

latest SOR or if item is not available in SOR than based on current market rates. In case of extra

item decision of Add. City Engg. shall remain final regarding rate.

If in the interest of the Corporation it is necessary to change either any site or the design of the

propose work the contractor shall carry out the same at his quoted rates without charges any extra

and the contractor will have to carry out the works and he will be paid at the rate quoted by him.

No claim for extra rate for subsequent changes in site and design is entertained.

The cubical contents of the cement bag shall be taken as 1-20 cft. Per bag and the contractors

shall have to prepare the measures boxes according to this measure.

Octroi exemption passes shall not be given for any materials required for the work. Contractor

will be fully responsible for compliance of the various provisions under contract Act. 1970 and

the Rules framed the to under.

The tender for the work shall remain open for a period (120) days from the date of opening of the

tenders for this work and that the tenderer shall not be allowed to withdraw on modify the offer

on his own during the period. If any tenderer withdraw or makes any modifications or addition in

the terms and conditions of his tender not acceptable to the Municipal Corporation the Municipal

Corporation shall without prejudice to any right or remedy be at liberty to forfeit in full the said

earnest money and black list the contractor.

If the work is not carried out within the specified time limit. from the date of order to start the

work the penalty of Rs.- (As per Form - B1) per day of delay shall be recovered from the

immediate bills payable to the contractor. Contractor has to make his own arrangement for

procurement of steel and cement.

Contractors should note the following conditions carefully:-

1. Conditional tender shall not be accepted.

2. All tenders are to be submitted in duplicate without which the tenders are liable to be

3. In case of tender downloaded from website, tender fee & EMD should be submitted in

form of demand draft or in cash.

4. Condition of Form - B1 Standard Specification of material & code of practice will be

applicable. Form B1 can be is available in website. Specification shall be as per ' R& B

Dept. - Govt. of Gujarat booklets of Building Works & and Road Works Specifications

published by Gujarat Book Depot, Sector-21. Gandhinagar. CONTRACTOR'S

SIGNATURE ADDL.CITY ENGINEER & STAMP ( West Zone) Mobile No.:-

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

Clause : 1 Contractor shall not employ any child having age 5 to 15 years as it is prohibited by Child

Labour Prohibition and Regulation Act 1986. Hon'ble Supreme Court has given certain guide lines

and as per the guide lines. If child labour is employed on the site work, the contractor shall have

to deposit Rs. 20,000.00 (Rupees Tw enty thousand only) in the child labour welfare fund. If the

employer refuses to deposit then action will be taken for contempt of Supreme Court

Judgement and also will be prosecuted by concerned authority. Because of the breach of any

provision of child labour prohibition and regulation Act 1986 by the Contractor & Municipal

Corporation becomes liable to pay any amount then the Municipal Corporation shall recover the

said amount from the contractor.

Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as per its

Reso. No. 1783 Date 06--02-97, but the Municipal Corporation Board has recently decided that

the actual testing charge is taken and the remaining amount is refundable at the time of final bill

(As per Muni. Board Reso. No. 123 dated 25-02-97)

Clause : 3 Contractor has to follow prevailing Labour act and has to maintain labour register

acordingly,and has to follow other govt.rules.

Clause : 4 Quantity taken in tender are tentative and may differ as per execution of work. No claim shall

be entertain regarding QUANTITIES.

* MODIFICATION OF DOCUMENTS

Modification of specifications and correction/corrigendum in respect of the work if required will be

made by A.M.C. The same shall be placed on A.M.C website which may be downloaded by the tendrers

enclosed along with the tender duly signed. These shall form a part of tender. The tenderer shall not add

or amend the text of any of the documents except in so far as may be necessary to comply with any

* ADDENDAUM / CORRIGENDUM .

Addendum or corrigendum conveying any change or correction in respect of the work shall form the part

of the contract documents. The full consideration shall be given to such addendum or corrigendum or

correction before submission tender duly filled in by the contractor. Therefore, the contractor shall have

to watch such addendum or corrigendum or correction published by A.M.C through its website

www.egovamc.com. Tenderes shall verify the number of addendum issued and enclose the same with

the tender documents,failing which the tender shall be liable for rejection and no any complaint in

respect to this shall be entertained under any circumstances.

Correction of Defects during Defects liability period

a. The Engineer shall give notice to the contractor of any defects before the end of the

defects Liability Period, which begins at completion and is defined in the contract data.

b. Every time notice of a defect is given, the contractor shall correct the notified defect

within 7(seven) days specified by the Engineer’s notice.

c. Contractor has to rectify all the defects which are to be found during defect liability

period as suggested by PMC/Agency appointed by AMC/Engineer-in-Charge and/or his

authorized representative.

d. After satisfactory completion of work in prescribed time limit, contractor has to conduct

pavement condition survey with Engineer-in-Charge and/or his authorized

representative alongwith prescribed format in every three months also strictly check

after monsson in defect liability period and submit report with colour photographs to

concern Engineer-in-Charge and/or his authorized representative.

e. After submittion of report, if any road defects found in defect liability period, contractor

has to remedies the defect of road within prescribed time format as per tender

condition as suggested by Engineer-in-Charge and/or his authorized representative with

his own cost duly certified with testing certificate.

f. As suggested by Engineer-in-Charge and/or his authorized representative, third party

proof cheking of work and charges of proof cheking has to be born by contractor during

work and in defect liability of work.

 Uncorrected Defects during Defects liability period (Risk and cost)

a. If the Contractor does not rectify or correct a defect within the time specified in the engineer’s

notice, the engineer will assess the cost of having the defect corrected, and the contractor will

bear the costs of such defective work as well as all works carried out over such defective work

until the defect is removed to the satisfaction of the Engineer. The cost of such defective work

will be recovered from the bank guarantee submitted against performance for defect liability

b. Only the defects liability certificate referred to in following clause shall be deemed to constitute

the approval of the works.

c. Defects Liability Certificate: The Defects liability certificate shall be given by the Engineer-in-

Charge and/or his authorized representative to the Employer, with a copy to the Contractor,

within 28 days of the expiry of the Defects Liability Period. The Contract shall remain incomplete

until issue of the Defects Liability Certificate.

d. The defects Liability Certificate shall mention clearly that the Contractor has completed his

obligations to execute and complete the works and remedy defects therein to the satisfaction of

e. Unfulfilled obligations: Despite issuance of the Defects Liability Certificate, the contract

between the Employer and the Contractor shall remain in force in respect of unperformed

obligations incurred under the provisions of the Contract prior to the issue of the Defects

Liability Certificate.

Manual for maintenance during defect liability period is attached as Annexure-X

f. If any major defects found within defect liability period of particular road, 10% of amount of

particular road work should be penalised from submitted BG (performance guarantee).

g. During execution of works and in defect liability period ,In any case if any fatal accident (major or

minor) occurs due to poor work and poor safety precautions, then it will be completely Bidders’s

responsibility and compensation for the same has to be paid by tenderer. During execution of

works and in defect liability period, If any news is published in print/Electronic/Social media

regarding inferior quality of work and poor safety precautions, and due to inferior quality work

any fatal injuries occurs, all the losses due to such accidents and expenses of legal matters shall

be borne by Bidders.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

STAMP & Mobile No.: (West Zone)

TENDER CONDITIONS

Qualifications / Eligibility Criteria

The bidder must meet all the following conditions:

1. Registration Requirement

 The applicant must be registered as “C” Class Contractor or above with any State

Government / Central Government / PSU / Local Body.

 The bidder must hold a valid Employees Provident Fund (EPF) registration

2. Work Experience Requirement (Past 5 Years)

The bidder should have satisfactorily completed, in any Central / State Govt. / PSU /

Local Body, the following:

 One similar completed works costing not less than the amount equal to 80% of the

estimate put to tender

 Two similar completed works costing not less than the amount equal to 50% of the

estimate put to tender.

 Three similar completed works costing not less than the amount equal to 40% of the

estimate put to tender.

Definition of Similar Work

“Similar Work” shall mean any project involving repairs of potholes and patches in

Cement Concrete (CC) and / or Asphalt Roads OR repair and rehabilitation/resurfacing of

horizontal concrete surfaces using premixed, high-performance, curing-free, quick-

setting geopolymer mortar / Concrete executed under a single contract.

3. Technical Requirement

 The bidder should have executed works related to resurfacing of Cement

Concrete (CC) Roads and/or repair of patch/potholes on CC/Asphalt Roads with

high performance, curing free geopolymer material.

 The bidder must submit an MoU with a manufacturer of inorganic phosphate-

based curing free, quick setting Geopolymer Concrete and manufacturer of curing

free, quick setting Geopolymer Mortar.

AH MEDABAD MUNI CIPAL CORP ORATION ENGINE ER DEP ARTMENT

NAVRANGPURA WARD

TECHNICAL SPECIFICATION

Name of Work ;- Repair work of Wear & Tear of C.C Surface by high performance, fast

setting and curing free geopolymer mortar and Repair of Patch and Pothole

repair by high performance, fast setting and curing free geopolymer concrete

at Law garden to NCC Circle Existing Road in Navarangpura ward and

Diff.ward of West Zone (ARC)

SURFACE PREPARATION

Surfaces must be chipped and remove to a minimum thickness of 100mm or more. and the

edges need to be cut to a Rectangle or geometrical shape using concrete cutting tools and

break hammer. Edges shall be prepared steep to 100mm using concrete cutting tools. Surface

must be staple, dry, sound, clean and free from loose particles or contamination to ensure

proper bonding. Repair deep areas, holes and non-moving cracks of with mortar prior to

application of Geopolymer Concrete.

MIXING GUILDLINES

Geopolymer Material can be mixed in all types of conventional concrete mixers with a water

powder ratio of 0.1 to 0.12 which will have a flowable consistency. Do not add more water as

increasing the water content more than specified will drastically affect the final properties of the

product. Keep mixing for about 2 to 3 minutes. At this point pour the mortar mix in the repair

area. The Mortar mix has to be placed for a minimum thickness of 100 mm or more and to be

levelled using appropriate tools. Remember to wash off all the tools immediately after

1. Sprinkle water on the prepared surface till SSD (saturated surface-dry) condition prior laying

Geopolymer Concrete.

2. Pour the Geopolymer Concrete mortar on the surface and spread it evenly to the required

3. Maintain the minimum thickness of 100 mm or more.

4. Use the finish Trowel to bring the surface finish. Allow the material to set for min 2 hours and

do not disturb the same during setting.

5. Don't add water to the mix if it starts hardening. Discard the unusable material.

6. Ensure the placed mortar is protected from rain and moving vehicles for minimum 2 hours.

7. Allow the surface for usage after 2 hours.

8. No curing is required.

 Product Manufacturing date and batch number

 Material Test Certificate

 Tools and equipment list Requirement

 Manpower requirement

 Time estimation for execution and return to service

 Permissions required for Traffic and other services.

General Technical Specification Section

Following technical specifications shall be applicable to the relevant items of BOQ

Providing and laying a high-performance, fast-setting Concrete Resurfacing geopolymer Mortar,

completely curing-free and zero-shrinkage, in 10 mm thickness over the existing concrete

surface ensuring traffic mobilization within 2 hours of work execution.

The mortar shall:

• Achieve 15 MPa compressive strength within 2 hours.

• Achieve 4 MPa bond strength within 24 hours.

• Be non-shrink, non-toxic, and curing-free.

The work includes:

•Cutting up to the depth of 10mm and then surface preparation using blowers and

mechanical/wire brushing.

• Cleaning and conditioning of surface for proper bonding.

• Mixing of Geopolymer Mortar in a mechanical mixer

• Placement, finishing & complete execution.

All work shall be carried out as per approved specifications, technical data sheets, and Engineer-

in-Charge directions.

Providing and laying treatment for wear & tear of existing concrete or Asphalt pavement using a

premixed, high-performance, curing-free, quick-setting geopolymer mortar for repair of patch

and pothole with minimum depth of 100 mm, executed without cutting the panel, ensuring

traffic mobilization within 4 hours of work execution.

The mortar shall:

• Achieve 25 MPa compressive strength within 4 hours.

• Achieve 4 MPa bond strength within 24 hours.

• Be non-shrink, non-toxic, and curing-free.

The work includes :

• Surface preparation using blowers and mechanical/wire brushing.

• Cleaning and conditioning of surface for proper bonding.

• Mixing of the inorganic phosphate-based premix Geopolymer Mortar in a mechanical mixer.

• Placement, compaction, levelling and finishing.

All work shall be carried out as per approved specifications and Engineer-in-Charge directions

i. Surfaces to receive Geopolymer mix must be dry, structurally sound, clean, free of dust,

dirt, wax, oil, grease, asphalt, mastic, latex com-pounds, paints, adhesives.

ii. Clean the surface with wire brush followed by compressed air / Jet Spray.

iii. Edges shall be prepared professionally using concrete cutting tools

iv. If cracks are present in the surface it should be filled as per the standard procedure.

v. If required do chiseling until a hard concrete is encountered

vi. Surface to be repaired may be hacked & pre wetted to bring it in SSD condition to

enhance the bonding. Ensure no standing water.

vii. Geopolymer mix shall be mixed with dry clean sand and aggregates in suitable

proportions to get required concrete mix performance.

viii. Mix using a mixer blade rotating @ 500 to 800 RPM.

ix. Use any kind of suitable application equipment to place the material.

x. level and finish the mix with proper slope. And provide surface structure

xi. Allow to cure material for two hours and after two hours open for traffic.

xii. The Contractor Shall Repair the road to a minimum depth of 100 mm or any damage

depth of road and filling any damage or potholes with Geopolymer or approved base

material, as per latest IRC/MoRTH Specification and no Extra payment shall be Given for

filling any Material in base.

xiii. Polymer Mix Design to meet Latest IRC/MoRTH/ASTM Code. This Mix Design Should be

done in Presence of Engineer In charge/Appointed PMC Before the starting of Work and

to be approved as per the AMC Norms.

xiv. Quality control and testing shall be conducted in accordance with the latest relevant

code provisions and methodologies.

xv. The contractor shall test mortar /Concrete /Geopolymer material properties and

frequencies in accordance with the latest IS, IRC, MoRTH, and ASTM standards.

xvi. The Contractor must submit a Quality Assurance Plan (QAP) for approval prior to the

commencement of work, ensuring full compliance with AMC norms.

xvii. The Contractor is responsible for ensuring that the repaired surface is flush with and

aesthetically identical to the adjacent existing surface.

xviii. The contract rate is all-inclusive, covering all labour, materials, plant, and safety

measures. The Contractor shall have no claim for extra payment for any items related to

the execution of this work..

xix. Contractor Shall perform one time Below mentioned Tests in presence Of Engineer in

charge Or Appointed PMC and that Test results Shall Meet the criteria As per Latest

Codal Provisions and after that during the execution period as and when asked at no

Test Name latest IS/IRC/MoRTH/ ASTM

Compressive Strength IS

Flexural Strength IS

Depth Of water Penetration Under IS

Drying Shrinkage Test IS

Hardened concrete properties IS 516 & IS 1199:2018

Pull Off Adhesion ASTM D 4541-22

Water Permeability Test EN 12390 (Part 8) -

Resistance CHLORIDE ION Penetration ASTM C 1202-2022

RCPT (Chemical Testing)

Splitting Tensile Strength

TECHNICAL DATA SHEET

Compressive Strength - 2 Hours: 25 MPa

Splitting Tensile Strength - 4 Hours: 30 Mpa , 28 days: 4 MPa

Shrinkage - None

Open Porosity - Less than 2.5%

Bond Strength To Concrete - 6 MPa

Unit Weight 2400 kg/m3

Seal and Signature of the Bidder Add.City Engineer(West Zone)

Amdavad Municipal Corporation

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