Construction of Gazebo at Rasala Nature Park Garden From Budget of Ex.Deputy Chairman ( Housing ) in Navrangpura ward at West Zone.

1. Name of Work : Construction of Gazebo at Rasala Nature Park Garden From

Budget of Ex.Deputy Chairman ( Housing ) in Navrangpura

ward at West Zone.

2. Tender Estimated Cost : Rs:- 8,41,729.4 (without GST)

: 1% of the Tender Cost in the form of Rs. 8,418=00 (D.D. / Pay

3. Earnest Money

- Order / Local Micr Check/B.G.)

4 Tender Fee Rs : Demand Draft of Rs.900.00

5 S.D. : 5 % of tender amount

6. Time-Limit : 6 months

7. Validity Period : 120 Days

(a) Eligibility Criteria Register “E2” class in PWD in Govt. R&B/CPWD/AMC or

equivalent registration with any other state Govt. or

8. (i) Last Date of Submission of :

Dt. 17/07/2026 upto 18:00 hrs

(ii) Mode of Sending : a) In Sealed cover in duplicate copies by Registered Post A.D,

or by Courier.or hand delivery

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

(iii) Description essential to :

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

be 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.18/07/2026, 15:00 hrs

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

Opening of Tender hours: On date. 18-07-2026 upto 12:00 hrs West Zone, 2nd Floor,

A.M. Office, Dr. Ramanbhai Patel Bhavan, Usmanpura.Ahmedabad

Municipal Corporation, W.Z. Office, Ahmedabad-380013.

11 Penalty Due to Delay of work (1) Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)

Rs.2500 per day (for tenders amounting above 10 Lakhs and upto

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

Lakhs) but not more then 10% of bill

Defect Liability : As per ‘B-1 Form Close

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 48 hours 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 48 hours of intimation as above by

Time permitted to start parts

contractor the contractor shall be levied penalty of (1) Rs.1000/- per

day (for tenders amounting upto 10 Lakhs), (2) 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). 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.

 The staff of the contractor shall wear safety jackets,

hoes, helmets etc. while on duty and any violation will attract

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

Safety Failure to erect safety signage or trying to carry out he

works without proper precautions/safety measures as

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

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 hereunder from the certified date of

completion, The within 15 days of receipt of the notice. In the case

of failure on the part of the contractor, the Engineer-in-charge may

rectify or remove or re-execute the work at the risk & cost of the

contractor. The Engineer-in-charge shall be entitled to appropriate

the whole or any part of the amount of security deposit towards

Defect &Liability Period the expenses, if any, Incurred by him in rectification, removal or re-

14 execution. The Defects Liability period shall be as under(a) for all

works costing upto Rs. 50,000 ( amount put to tender), the period

shall be 3 months from the certified date of completion.

(b) for all works costing more than Rs. 50,000 and upto Rs. 1 crore

(amount put tender), the period shall be 6 months from the

certified date of completion or one monsoon, whichever is later.

(c) for major projects costing more than Rs. 1 crore, the period

shall be 12 months from the certified date of completion which

AHMEDABAD MUNICIPAL CORPORATION

should include one monsoon.

(d) For building works, the period specified in (a), (b) or (c) above

OR elapse of monsoon period following the certified date of

completion, whichever is later. For the purpose of deciding the

monsoon period, the 30th September may be treated as the last

Compensation for Delay 10% of Remaining work (As per Circular)

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 48 hours 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 48 hours of

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

16 of 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.

Addendum/Corrigendum If any Shall be Published 48 Hrs. Price To

the Final Submission Time And Date. The Same Shall From a part Of

Addendum/Corrigendum

17 Tender And The Same As to be Attached Along With The Tender

EPF Act As per Acoount Department circular no-37 Date:09/08/2018

GST will be paid extra by AMC/Authority at prevailing rate to the

Signature of contractor

Add. City Engg.(West Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :Date :

ENGINEERING DEPARTMENT- WEST ZONE.

Name of Work:- Construction of Gazebo at Rasala Nature Park Garden From Budget of

Ex.Deputy Chairman ( Housing ) in Navrangpura ward at West Zone.

Sr.No. Qty. Description of Item Rate Unit Amount

1 Supplying labour (SOR 21-22 Item sr.no. L - 022, L-

20.00 Mazdoor in day(Male) 348.20 No

5.00 Makadam/ supervision/Carpenter/Plumber/ 365.20 No

2 6.00 Providing and laying cement concrete 1:5:10 (1- 2492.51 cmt

Cement : 5- Coarse sand : 10- hand broken

stoneaggregates 40 mm nominal size) and

curingcomplete excluding cost of formwork in

(A)Foundation and Plinth (S.O.R.- 2023-24 -I.C.-

3 Providing and laying controlled cement

concrete M.200 and curing complete excluding

the cost of formwork and reinforcement for

reinforced concrete work in

a 10.00 Foundations,footings, Base of columns and Mass 3874.20 cmt

concrete(S.O.R.- 2021-22 -I.C.-05024AA,Pg.No.-79)

4 12.00 Brick work using common burnt clay building bricks 2814.90 cmt

having crushing strength not less than 35 kg/Sq. cm. in

foundations and plinth in cement mortar 1:6 (1 cement

: 6 fine sand)(B) Conventional (S.O .R.- 2021-22 -I.C.-

5 51.00 Providing 20mm thick cement plaster in single coat on 215.78 Smt

single or half brick walls for interior plastering upto

floor two level and finished even and smoothin (i)

Cement mortar 1:3 (1-cement:3-sand)(S.O.R.- 2023-24

6 61.00 Marble Slab Polished granite stone 20 to 25mm thick 3644.07 Smt

Colour(S.O.R.- 2023-24 -I.C.-M394, Pg.No.-19)

7 2431.00 Supply & fixing factory finished cold formed 113.31 kg

Lightguage steel frame sections confirming to SP:6 (5)

1980 at site or work including riveted, bolted or

welded in builtup for all type of sections ,in framed

work, cutting, hoisting, fixing in position and applying

primer coat of approved steel primer etc.complete as

per structural designs & directions of

Engineer-in-charge.

8 50.00 Painting two coats (excluding priming coat) on 86.94 Smt

newsteel and other metal surface with enamel

paint,brushing, interior to give an even shade including

cleaning the surface an even shade includingcleanicn

the surface of all dirt, dust and otherforeign matter

9 65.00 Providing corrugated G.I. sheet of class-3 roofingfixed 719.93 Smt

with glavanished iron J or L Hooks, Bolts andnuts 8mm

diameter with bitumen and G.I. limpetwasher or G.I.

limpet washer. filled with white leadcomplete

excluding the cost of purlins, Rafters and,Trusses.(1)

0.80 mm thick sheet.

10 65.00 Providing and supplying Mangalore-style roof tiles 1200.00 Smt

fixing on MS box pipe steel structure as per direction

of Incharge Engi.

11 80.00 Providing and fixing high-quality UV stabilized 1300.00 Smt

corrugated PVC roofing panels of approved make,

minimum 2.5 mm thickness, in approved colour (clear,

smoke, green or as directed), over the fabricated steel

roof framework including all necessary materials,

labour, tools, tackles, transportation, scaffolding, and

accessories, complete as directed by the Engineer-in-

12 1.00 Supplying and Providing of Granite Takti of Size 3571.43 Jobwork

600x600 MM in golden letters with necessary names

etc. as per instruction of engineer in charge.

The Rates are Exclusive of G.S.T. Prevaling G.S.T Will be paid Seperatly.

Contractor’s Quoted Rate: -

Net Quoted Tender Amount Rs.

Seal and Signature of the Bidder Addl.City Engineer

Date: (West Zone)

As per account department(A.M.C.) circular no. 56, Dt.19/09/2016 Bank

guarantee of said work must be of Ahmedabad city branch, which mentioned

(A) Guarantee issued by following bankswill be accepted as SD/EMD on

permanentbasis.

(1) All Nationalized Banks including the Public Sector Bank-IDBI LYF.

(2) Private Sector Banks authorized by RBI to undertake State Government

Business (at present : AXIS Bank, ICICI Bank, HDFC Bank)

(B) Guarantees issued by following Banks will be accepted as SD/EMD for the

period up to March 31,

(1) Commercial Banks :

(1) Kotak Mahindra Bank

(2) RBL Bank (The Ratnakar Bank Ltd.)

(3) IndusInd Bank.

(4) Karur Vysya Bank.

(6) FEDERAL Bank.

(7) SOUTH INDIAN Bank.

(2) Co-Operative Banks of Gujarat

(1) The Kalupur Commercial Co-Operative Bank Ltd.

(2) Rajkot Nagarik Sahakari Bank Ltd.

(3) The Mehsana Urban Co-Operative Bank Ltd.

(4) Nutan Nagarik Sahakari Bank Ltd.

(5) Saurashtra Gramin Bank.

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no

4 Permanent account no. (PAN no.)

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

SPECIAL CONDITION OF CONTRACT

1.0 The Contractor shall have to maintain all required registers for quality control, material

management and progress of the work as per the AMC's prevailing circulars and as directed by

engineer- in-charge on daily basis.

1.1 Contractor has to manage proper storage of all the materials.

1.2 Contractor has to use good shuttering material for the project.

1.3 Contractor has to take all risk policy & workman compensation policies of the project & should

be effective up to handing over the possession. Incase of any Incident i.e. fatal accident that

occurs at site, complete responsibility will be of the Contractor.

1.4 Contractor is responsible for all liasioning for seeking all the permission required during the

1.5 Municipal Commissioner reserves the rights to reduce / increase the scope of work up to any

extent without assigning reason thereof and the contractor has to execute the BOQ items at his

1.6 All rates quoted by the contractor to be inclusive of all applicable taxes (GST).

1.7 The Contractor shall make his own arrangements for the engagement of all staff and labour,

local or other, and for their payment, housing, feeding, transport and other facilities according

to prevailing labour laws.

1.8 AMC may at its discretion no coplains/no work for a period, single or multiple works at any

given time. once the work is given by SMS, Phonecalls, Whatsapp, Letter; the contractor has

to attend the work within 24 hours. Failure of the same shall invite penalty of 10,000/- per

occurance. Repeated failure of more than 3 times, the contractor shall be blacklisted. No

further claim shall be entertained and the work shall be carried out of current market rate

and supervision charges of 27% at the risk and cost of contractor after the due date of

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmadabad Municipal Corporation

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, partly/fully.

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 agreement.

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-charge.

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 & STAMP ADDL.CITY ENGINEER

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 6 Monthafter 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.

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.

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:-

i) Conditional tender shall not be accepted.

ii) All tenders are to be submitted in duplicate without which the tenders are liable to be

iii) In case of tender downloaded from website, tender fee & EMD should be submitted in

form of demand draft or in cash.

iv) 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)

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. Name of Works Approximate Earnest Completion

No. value of works (Rs.) Period

1 Construction of Gazebo at Rasala Rs. 8,41,729.40 Rs.8,418/- 6 Months

Nature Park Garden From

Budget of Ex.Deputy Chairman (

Housing ) in Navrangpura ward

2. Interested bidders shall download the tender documents from AMC’s website

www. amcnprocure.com/ www.nprocure.com.

3. Tender (a complete set of bidding document) fee shall be Rs.900.00 in the form of Demand

Draft / Pay Order from any Nationalised Bank in favour of MUNICIPAL COMMISSIONER,

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

4. All bids must be accompanied by Earnest Money Deposit of the amount specified for the Works

in the above Table payable at Ahmedabad and drawn in favour of MUNICIPAL

COMMISSIONER, Ahmedabad, payable at Ahmedabad,. Earnest Money Deposit will have to be

specified in Clause 2 of Financial Condition.

5. Physical submission must be delivered to Asst. Manager (Admin) West Zone, 2nd Floor,Dr.

Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal Corporation, W.Z. Office,

Ahmedabad-380013.

6. The Bids will be opened at the office of Addl.City Engineer (W/Z) , Ahmedabad Municipal

Corporation, 2nd Floor, Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal

Corporation, W.Z. Office, Ahmedabad-380013. in the presence of bidders or their

representatives who choose to attend. In the event of the specified date of bid

submission/opening being declared a holiday for the Employer, the bids shall be received

/opened on the next working day at the same place and the same time.

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

a). The Bidder should quote the price bid in tender form before schedule time Tender Document, tender

fee & EMD (Draft /DD) and all other enclosures as asked in tender.

b).The bidder shall submit the following Tender documents physically in hard copy in two separate

envelope (marked as “original” and other marked as “Duplicate”) in schedule time by RPAD/

Speed Post/ Hand Delivery in duplicate. The Bid envelopes shall be marked as follows:-

 Tender Document

 Registration certificate of class

c).The envelope shall be addressed to the Employer at the following address:

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

“TO BE OPENED ONLY IN PRESENCE OF THE EVALUATION COMMITTEE”

e). Indicate the name and address of the bidder.

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

responsibility for the misplacement or premature opening of the bid.

f).All information has to be typed or hand written legibly. All pages of the Bid have to be initialed by the

g) All The Bid Document Essentially Needs to be Properly binded/steppled

2. Assessment of Submission

2.1 The Employer will open the technical bid of physically submitted document of all the bids received

for the package (except those received late) containing the sealed Tender volume and other

enclosures then announce the names of bidders in the presence of bidders or their representatives

who choose to attend on the date and time mentioned in the NIT In the event of specified date of

bid opening being declared as a holiday for the Employer, the Tender will be opened at the

appointed time and location on the next working day.

2.2 In Physical submission, Bidders detailed and tender fee, E.M.D. shall be opened first. The Employer

at the opening will announce bidder’s names, , the presence/or absence of EMD, the amount and

validity of EMD furnished with each bid, is valid registration and such other details, as the Employer

may consider appropriate.

2.3 The Employer will determine whether the bid is accompanied by the required EMD.

2.4 If the EMD furnished does not conform to the amount and validity period as specified in the

Invitation for Bid and has not been furnished in the form, the bid shall be rejected by the Employer

as non-responsive and the Tender volume will be returned to the bidder.

2.5 Subject to confirmation of the EMD by the issuing bank, the Tender volume accompanied with

valid EMD will be taken up for further evaluation. In case, the Bank does not confirm the EMD, the

bid shall be rejected as non-responsive and no further evaluation carried out.

2.6 The tender volume will further be examined to determine whether the bid has been properly

signed, meets the eligibility and qualification criteria, has the required available bid capacity, is

accompanied by the requisite certificates, undertaking and other relevant information specified in

the bid documents and is substantially responsive to the requirement of the bidding documents

and provides any clarification for ascertaining the correctness of the information/details.

2.7 If the Tender volume is not substantially responsive, it will be rejected by the Employer and will not

subsequently be made responsive by correction or modification or withdrawal of the

nonconforming deviation or reservation.

3. Evaluation and Comparison of Tender volume

The Employer will evaluate and compare only those Tender volumes which are determined to be

substantially responsive in accordance with Clause 2 and qualified for award of Contract in

accordance with Clause 5 (General Terms and Condition).

4. Procedure for Tender Opening

Received copies of tender in physical form with in schedule time, will be open on schedule date and

time. In the event of specified date of bid opening being declared bidders who qualify the criteria

then bidder bid will be considered for opening of price bid.

5.1 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 (i) eligible in accordance with the

provisions of Clause 3(General Terms and Condition); and (ii) qualified in accordance with the

provisions of Clause 5(General Terms and Condition).

6. Notification of Award

6.1 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 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.

6.2 The notification of award will constitute the formation of the Contract.

7. A successful Bidder has to deposit security deposit / Bank Guarantee as per Circular after receiving

letter of Indent. Time limit of work will commence from the date of issue of work order.

8. Clarification of Bids

8.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his

discretion, ask any bidder for authentication the correctness of the information/details furnished

by him in his bid. Such request by the Employer and the response by bidder shall be in writing or by

8.2 Subject to above clause, no bidders shall contact the Employer on any matter relating to his bid

from the time of bid opening to the time contract is awarded.

8.3 Any effort by the bidder to influence the Employer in the Employer’s bid evaluation, bid

comparison or contract award decisions may result in the rejection of his bid.

9.1 Information relating to the examination, clarification, evaluation and comparison of bids and

recommendations for the award of a contract shall not be disclosed to bidders or any other

persons not officially concerned with such process until the award to the successful bidder has

been announced. Any effort by a bidder to influence the Employer's processing of bids or award

decisions may result in the rejection of his bid.

10.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain for

itself on its own responsibility all information that may be necessary for preparing the bid and

entering into a contract for construction of the Works. The costs of visiting the Site shall be at the

bidder’s own expense.

10.2 The bidder and any of its personnel or agents will be granted permission by the Employer to enter

its premises and lands for the purpose of such inspection, but only upon the express condition

that the bidder, its personnel and agents, will release and indemnify the Employer and its

personnel and agents from and against all liability in respect thereof and will be responsible for

death or personal injury, loss of or damage to property and any other loss, damage, costs and

expenses incurred as a result of the inspection.

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3 Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

The bidder shall bear all costs associated with the preparation and submission of his bid and the

Employer will in no case be responsible or liable for those costs.

Currencies of Bid and Payment

 The rates and the prices shall be quoted by the bidder entirely in Indian Rupees

 All payments including advances, if any, shall be made in Indian Rupees.

2. Earnest Money Deposit :-

2.1 Bank guarantees (and other instruments having fixed validity) issued as surety for the bid shall be

valid for 28 days beyond the validity of the bid.

2.2 The EMD of the unsuccessful bidders, except for L1,L2 and L3 bidders, will be returned as promptly

as Early as possible as but not later than 28 days after the expiration of the period of bid validity.

2.3 The EMD of the successful bidder, along with second and third lowest tenders, will be returned

when the bidder has furnished the required performance security and signed the agreement.

2.4 Earnest Money Deposit may be forfeited

a) if the bidder withdraws his bid during the period of bid validity;

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

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

Within 15 (fifteen) Working days of the date of receipt of the Letter of Intent (LOI) the successful

bidder shall deliver to the Employer, a Initial Security Deposit Shall be submitted as per C.E.

Circular.in the form of a Bank Guarantee/ DD/Locle MICR cheque for an amount equivalent to 5%

(five percent) of the Contract Price .

Failure of the same shall make the contractor liable for any penalty as decided by AMC. At

present a policy is framed by Audit department of AMC to charge 4% interest for the balance

period and discontinuity period.

The Security Deposit to be provided by the successful bidder in the form of a bank guarantee as

per format shall be issued as per Memorendum of work.

(E) Retention :-

a). Retention @ 2% of the value of work done will be deducted from each RA bill. It will be released

along with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

5. No advance for machinery or materials will be given.

6. Mobilization advance will not be given.

7. Quantities in B.O.Q. may vary up to any extent and contractor shall not claim any extra rate for the

8. Penalty: - 10 percent of the balance work on Date of Completion Date or extended time limit. &

As per AMC Rule

9. Tax, Duties on Materials

All charge on account of Octroi ,excise duties, terminal tax, sales tax. Service tax, VAT (exculding

GST) etc. on material procurement or any other component for the works from any source shall be

borne by the contractors.

Special Clause:

As per construction works welfare cess Act – 1996 non-refundable one percent of tender amount shall

be deducted against works welfare cess.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

General terms & conditions

1. Tenderer should be registered in PWD/ in Govt. R&B /CPWD / AMC or equivalent registration with any

other state Govt. or institutions. Copy of registration should be attached with tender document.

Tenderer who was not registred in AMC must be get registred in panel of approved AMC contractor.

2. A booklet of FORM B-1 of Gujarat State Roads & Building Department / Water Resources Department

with the correction slips made up to 15-08-1999 may be referred. (only English version) Clause No. -2

liquidated damages for delay shall be overrule by A.M.C.’s M.C.circular no.- 9 dt. 18/05/2012.

3. In the specification “as directed" / "approved" shall be taken to mean "as directed / "approved" by the

Engineering in charge.

4. Wherever a reference to any Indian standard appears in the specifications, it shall be taken to mean as

reference to the latest edition of the same of force on the date of agreement.

5. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of specific

mention for a particulars point / aspect, the same in the relevant Indian Standards shall be referred to.

6. All measurement 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.mts.

iii) Cubic contents 0.01 Cu. mts.

In recording dimensions of work, the sequence of length, width and height (Depth) or thickness shall be

7. Definite particulars covered in the items of work, though not mentioned or elucidate in its

specifications shall be deemed to be included therein.

8. Approval of the samples of various materials given by the Engineer in charge or AMC's Consultant shall

not absolve the contractor from the responsibility of replacing defective materials brought on site or

materials used in the work found defective at a later date. The contractor shall have no claim to any

payment or compensation whatsoever on account of any such materials being rejected by the Engineer

9. The contractor’s rate for the item of work shall be for the work completed in all respect.

10. All materials including those of electrical shall be got approved by the Engineer in charge/ Architect

before using them in the work.

11. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be removed from

the site of work within 24 hours.

12. All work shall be carried out in a manner as per standard engineering practice.

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

lines, levels, alignment of the works & all precautionary measures during execution shall have to be

kept in sufficient numbers and in good working condition at the site of the work. All excavated trench

shall be kept covered with barricade and caution tap.

14. Special modes of the construction not adopted in general Engineering practice, if proposed to be

adopted by the contractor shall be considered only if the contractor provided satisfactory evidence that

such special mode of construction and completion of work to the required strength and quality.

Acceptance of the same by the Engineer in charge shall not however, absolve the contractor from the

responsibility of any adverse effect and concordance of adopting the same in the course of exaction or

completion of the work.

15. The contractor shall be responsible for observing the rules and regulation imposed under the "Minor

Mineral Act", and such other laws and rules prescribed by the Government from time to time.

16. All necessary safety measures and precautions (incl. those laid down in the various relevant Indian

Standard) shall be taken to engrave the safety of men, materials and machinery on the work and also of

the work itself.

17. Quantity measured in the tender is approximate. It may increase or decrease looking to the quantum of

actual work for which no any claim shall be entertained by A.M.C.

18. Contractor shall have to execute extra item if required or as per need of AMC.

19. The work in general shall be carried out as per standard specifications of the relevant items to be

executed & as per the instruction of Engineer in charge & as per the guidance of AMC's Consultant for

20. The general terms & conditions of the contract shall be applicable & shall be binding on the contractor.

The contract agreement shall have to be executed between AMC & the agency to which work is

awarded for execution.

21. For Tender amounting below 10 lakh LOI shall be issues within 3 days after received of sanctioned

tender and resolution.Within 10 days contractor has to submit SD and after reciveing SD Work order

shall be issue to contractor and the time limit shall be start from the date of issue of the written work

order to the contractor.

For Tender amounting above 10 lakh LOI shall be issues within 3 days after received of sanctioned

tender and resolution .Within 15 days contractor has to submit SD and after reciveing SD work order

shall be issue to contractor and the time limit shall be start from the date of issue of the written work

order to the contractor.

Security Deposit of 5% of sanctioned tender amount shall be deposited by pay order / demand

draft / cheque or Bank Guarntee of nationalized bank/scheduled bank only. Contractor shall have to

sign contract paper with AMC. The contractor shall be fined 4% of interest per year for delay in

submission of S.D and shall be deducted from contractor’s bill.

22. In case of any ambiguity in specifications mentioned in this tender, the interpretation given by M.C. Or

His Designeted Officer will be final and binding to the Contractor.

23. The contractor shall take no advantage of any apparent error or omission in drawing or specification

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

intent of the plants and specifications.

24. The quantities of items in BOQ (Bill of Quantities) may vary in case of necessity arises.

25. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal Corporation. will

be payable by the contractor.

26. No any kind of price rise / price escalation / price variation for cement, steel or labour shall be paid.

27. Contractor is requested to see the site physically before tendering. He is also requested to quote the

rates keeping in view of all the points mentioned in relevant pages of tender documents.

28. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped water for the

construction of the works and provide a satisfactory supply of potable water for drinking, washing,

sanitation and cleaning down. The contractor will be responsible for all the costs where applicable of

connection, meter installation, water consumed, water required for testing purposes, disconnection

and the laying, maintenances and ultimate removal of any distribution system around the site.

29. Electricity: Electric supply will be made available at the site by the Contractor and the contractor must

make his own arrangements with the Corporation and Electricity Supply Authorities and with other

contractors to connect and to take a supply from such services, paying all costs in connection

The Contractor shall be entitled to use supply Electricity as may be available on the site for purpose of

the work and shall pay such charges as is fixed by the appropriate supply Authorities.

In case there is any delay in supply of power site of any interruption or fault in the power during the

work. No compensation shall be paid for idle labor staff, machineries and for use of diesel operating

sets etc. as the case may be.

30. Tenders shall submit all the valid/certified documents in support of their initial/eligibility criteria

mentioned above along with the bid. They shall have also to submit the income tax clearance

certificate and solvency certificate.

31. No advance such as secured advance machinery advance, mobilization advance or materials advance

32. The contractor shall get the electrical works executed through the authorized Government approved

licensed electrical person or firm in appropriate category in accordance to contractual provisions.

33. The electrical works shall be carried out strictly in accordance with the directives issued by Engineer in

34. Contractors shall not have any dispute or claim for any kind of compensations

(i) If the quantity stipulated in the tender items varies or the scope of work changes & thereby total

amount of work increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision what so ever.

35. In case of any dispute, decision of Municipal Commissioner shall be final and binding on the

36. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any respect will be

rejected. Municipal Commissioner reserves the right to increase/decrease the scope of work. No any

claim to that effect shall be entertained. The Municipal Commissioner also reserves the right to reject

any or all the tenders without assigning any reason thereof.

37. The contractors are requested to quote their rates considering above tender conditions.

38. The contractor shall have to execute the contract agreement after received work order.

Even though in special case, If work is not started because of monsoon or any other special

reason (like site is not available and due to unavoidable circumstances arise), after evaluation of

situation the actual date of starting of work will be consider after approval of Dy.M.C. (West zone)

39. The Contractor shall not claim for increase or decrease in the quantity of the BOQ item or the scope of

40. The R.A bill / final bill payment shall be made as per the latest A.M.C policy / circular for the work done

by the contractor.

41. Conditional tenders will not be accepted.

Signature of contractor with seal Additional City Engineer (W.Z)

Date Ahmadabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 months after the order to start the works. Progress of work should

be in proportion to time limit. The details of reinforcement of R.C.C. work shall be as per design and

instructions of Add. City Engineer and his order will be considered final.

The contractor shall have to maintain account of steel, cement and other materials that may

be brought by him on site. This account shall be regularly maintained and kept open for inspection by

Municipal Staff. Watering of all the items shall be as per instructions otherwise no payment shall be

made to contractors. Mixing of concrete shall be done by concrete mixer machine. Arrangements of

binding vibrator for R.C.C. works if required shall have to be made by the contractor.

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 (180) 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 work is not started within specified time limit the penalty as per rule & tender condition delay of

start shall be recovered separately 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:-

v) Conditional tender shall not be accepted.

vi) All tenders are to be submitted in duplicate without which the tenders are liable to be

vii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of

viii) 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'SSIGNATURE ADD.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

STANDARD DETAILED TECHNICAL SPECIFICATION OF ITEMS

Name of Work: Construction of Gazebo at Rasala Nature Park Garden From Budget of

Ex.Deputy Chairman ( Housing ) in Navrangpura ward at West Zone.

Clearing the site :

The site on which the structure is to be built shall be cleared and all obstructions, loose stone, materials

and rubbish of all kind, bush, wood and trees shall be removed as directed. The materials so obtained

shall be property of the Government and be conveyed and stacked as directed. within 50 M. lead. The

roots of the trees coming in the sides shall be cut and coated with a hot asphalt.

The rate of site clearance is deemed to be included in the rate of earth work for which no extra will be

After clearing the site, the center lines will be given by the Engineer-in-charge. The contractor shall

assume full responsibility for alignment, elevation and dimension of each and all parts of the work.

Contractor shall supply laborers, materials, etc. required for setting out the reference marks and bench

marks and shall maintain them as long as required and directed.

Supplying labour (SOR 21-22 Item sr.no. L - 022, L- 023 page no. 55)General :

Providing and supplying of labour for necessary manual excavation, cleaning, Shifting of Material Or any

other, or for any other work as directed by Engineer In charge. The Rate includes Handcart with

Providing and laying cement concrete 1:5:10 (1-Cement : 5- Coarse sand : 10- hand broken

stoneaggregates 40 mm nominal size) and curingcomplete excluding cost of formwork in

(A)Foundation and Plinth (S.O.R.- 2023-24 -I.C.-05006A,5.3.4Pg.No.-52)

Providing and laying controlled cement concrete M.200 and curing complete excludingthe cost of

formwork and reinforcement for reinforced concrete work in Foundations,footings, Base of

columns and Mass concrete(S.O.R.- 2021-22 -I.C.-05024AA,Pg.No.-79)

1.0 Materials: Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-

6, Grit shall conform to M-8 Graded stone aggregate 20 mm nominal size shall conform to M-12.

2.1 The concrete mix is not required to be designed by preliminary tests. The proportion of the

concrete mix shall be 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 10 mm

nominal size) by volume. Concrete work shall have exposed concrete surface or as specified in

2.2 The designation ordinary M-100, M-150, M-200, M-250 specified as per I.S Correspond

approximately to 1:3:6, 1:2:4, 1 1/2 :3 and 1:1:2 nominal mix of ordinary concrete by volume

2.3 The ingredients required for ordinary concrete containing one beg of cement of 50 Kg. by weight

(0.0342 Cu. M) for different proportions of mix shall be as under:

Grade of Total quantity of dry Proportion of fine Quantity of

aggregate by volume aggregate to coarse water per

concrete per 50 Kgs, of cement aggregate 50 Kgs. of

to be taken as the cement

sum of individual maximum.

volume of fine and

coarse aggregates,

M-100 (1:3:6) 300 Liters Generally 1:2 for fine 34 Liters

aggregate by volume but

M-150 (1:2:4) 220 ” subject to and upper 32 “

limit of 1:1/2 and lower

2.4 The water cement ratios shall not more than those specified in the above table. The cement

content of the mix specified in the Table shall be increased if the quantity of water in a mix has to

be increased to overcome the difficulties of placement and compaction so that the water cement

ratio specified in the Table is not exceeded.

2.5 Work ability of the concrete shall be controlled by maintaining a water cement ratio that is bound

to give a concrete mix which is just sufficiently wet to be placed and compacted without difficulty

with the means available.

2.6 the maximum size of coarse aggregate shall be as large as possible within the limits specified

but in no case greater than surround all reinforcement thoroughly and to fill the corners of the

2.7 For reinforced concrete work, coarse aggregates having a nominal size of 20mm are generally

considered satisfactory.

2.8 For heavily reinforced concrete members as in the case of ribs of main beams the nominal

maximum size of coarse aggregate should usually be restricted to 5 mm less than the minimum

clear distance between the main bars, or 5 mm less than the minimum cover to the

reinforcement whichever is smaller.

2.9 Where the reinforcement is widely spaced as in solid slabs, limitations of size of the aggregate

may not be important and the nominal maximum size may sometimes be as greater than the

2.10 Admixture may used in concrete only with approval of Engineer-in-charge based upon the

evidence that with the passage of time, neither the compressive strength of concrete is reduced

nor are other requisite qualities of concrete and steel impaired by the use of such admixtures.

3.0 Workmanship:

3.1 Proportioning: Proportioning shall be done by volume, except cement which shall be measured

in terms of bags of 50 Kg. weight. The volume of one such bag being taken as 0.0342 Cu.

Meter. Boxes of suitable sizes shall be used for measuring sand aggregate. The size of the

boxes (internal) shall be 35 cms x 25 cms. and 40 cms deep. White measuring the aggregate

and sand, the box shall be filled without shaking ramming or hammering. The proportioning of

sand shall be on the basis of its dry volume and in case of damp sand, allowances for bulkage

3.2.1 For all work, concrete shall be mixed in a mechanical mixer which along with other accessories

shall be kept in first class working condition and so maintained throughout the construction.

Measured quantity of aggregate, sand, cement required for each batch shall be poured into the

drum of the mechanical mixer while it is continuously running. After about half a minute of dry

mixing, measured quantity of water required for each batch of concrete mix shall be added

gradually and mixing continued for another one and half a minute. Mixing shall be continued till

materials are uniformly distributed and uniform color of the entire mass is obtained and each

individual particle of the coarse aggregate shows complete coating of mortar containing its

proportionate amount of cement. In no case shall the mixing be done for less than 2 minutes

after all ingredients have been put into the mixer.

3.2.2 When hand mixing is permitted by the Engineer-in-charge for small jobs or for certain other

reasons, it shall be done on the smooth watertight platform large enough to allow efficient

turning over the ingredients of concrete before and after adding water. Mixing platform shall be

so arranged that no foreign material gets mixed with concrete nor does the mixing water flow

out. Cement in required number of bags shall be placed in a uniform layer on top of the

measured quantity of fine and coarse aggregate, which shall also be spread in a layer of uniform

thickness on the mixing platform. Dry coarse and fine aggregate and cement shall then be mixed

thoroughly by turning over to get a mixture to uniform color. Specified quantity of water shall then

be added gradually through a rose-can and the mass turned over till a mix of required

consistency is obtained. In hand mixing quantity of cement shall be increased by 10 percent

above that specified.

3.2.3 Mixers which have been out of use for more than 30 minutes shall be thoroughly cleaned before

putting in a new batch. Unless otherwise agreed to by the Engineer-in-charge the first batch of

concrete from the mixture shall contain only two thirds of normal quantity of coarse aggregate.

Mixing plant shall be thoroughly cleaned before changing from one type of cement to another.

3.3 Consistency :

3.3.1 The degree of consistency which shall depend upon the nature of the work and methods of

vibration of concrete, shall be determined by regular slump tests in accordance with I.S. 1199-

1959. The slump of 10mm to 25mm. shall be adopted when vibrators are used and 80mm when

vibrators are not used.

3.4 Inspection:

3.4.1 Contractor shall give the Engineer-in-charge due notice before placing any concrete in the forms

to permit him to inspect and accept the false work and forms as to their strength, alignment, and

general fitness but such inspection shall not relieve the contractor of his responsibility for the

safety of men, machinery, materials and for results obtained. Immediately before concreting, all

forms shall be thoroughly cleaned.

3.4.2 Centering design and its erection shall be got approved from the Engineer-in-charge. One

carpenter with helper shall invariably be kept present throughout the period of concreting.

Movement of labour and other persons shall be totally prohibited for reinforcement laid in

position. for access to different parts, suitable mobile platforms shall be provided so that steel

reinforcement in position is not disturbed. For ensuring proper cover, mortar blocks of suitable

size shall be provided so that steel reinforcement in position is not disturbed. For ensuring

proper cover, mortar blocks of suitable size shall be cast and tied to the reinforcement. Timber

kapachi or metal pieces shall not be used for this purpose.

3.5 Transporting and laying:

3.5.1 The method of transporting and placing concrete shall be as approved. Concrete shall be so

transported and placed that no contemination, segregation or loss of its constituent material

All form wok shall be cleaned and made free from standing water, dust, show or ice immediately

before placing of concrete.

No concrete shall be placed in any part of the structure until the approval of the Engineer-in-

charge has been obtained.

3.5.2 Concreting shall proceed continuously over the area between construction joints. Fresh concrete

shall not be placed against concrete which has been in position for more than 30 minutes unless

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

minutes of its discharge from the mixer. Except where otherwise agreed to by the Engineer-in-

charge concrete shall be deposited n horizontal layers to a compacted depth of not more than

0.45 meter when internal vibrators are used and not exceeding 0.30 meter in all other cases.

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

from a height exceeding 2 meters. When trunking or chutes are used they shall be kept close

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

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

with a 13 mm thick layer of mortar composed of cement and sand in the same ratio as in the

concrete mix itself. This 13 mm layer of mortar shall be freshly mixed and placed immediately

before placing of new concrete. Where concrete has not fully hardened, all laitance shall be

removed by scrubbing the wet surface with wire or bristle brushes, care being taken to avoid

dislodgment of any particles of coarse aggregate. The surface shall then be thoroughly wetted,

all free water removed and then coated with neat cement grout. The first layer of concrete to be

placed on this surface shall not exceed 150 mm in thickness and shall be well rammed against

old work particular attention being given to corners and close spots.

3.5.4 All concrete shall be compacted to produce a dense homogeneous mass with the assistance of

vibrators, unless, otherwise permitted by the Engineer-in-charge for exceptional cases, such as

concreting under water, where vibrators cannot be used. Sufficient vibrators in serviceable

condition shall be kept at site so that spare equipment is always available in the event of

Concrete shall be judged to be compacted when the mortar fills the spaces between the coarse

aggregate and begins to cream up to form an even surface. Compaction shall be completed

before the initial setting starts i.e. within 30 minutes of addition of water to dry mixture. During

compaction, it shall be observed that needle vibrators are not applied on reinforcement which is

likely to destroy the bond between concrete and reinforcement.

3.6 Curing: Immediately after compaction, concrete shall be protected from weather including rain,

running water, shocks, vibration, traffic, rapid temperature changes, frost and drying out process.

It shall be covered with wet sacking, hassain or other similar absorbant material approved, soon

after the initial set and shall be kept continuously wet for a period of not less than 14 days from

the date of placement. Masonary work over foundation concrete may be started after 48 hours of

its laying but curing of concrete shall be continued for a minimum period of 14 days.

3.7 Sampling and Testing of concrete:

3.7.1 Samples from fresh concrete shall be taken as per I.S. 1199-1959 and cubes shall be made,

cured and tested at 7 days or 28 days as per requirements in accordance with I.S. 516-1959. A

random sampling procedure shall be adopted to ensure that each concrete batch shall have a

reasonable chance of being tested i.e. the sampling should be spread over the entire period of

concreting and cover all mixing units. The minimum frequency of sampling of concrete of each

grade shall be in accordance with following:

Quantity of concrete No. of Quantity of concrete in No. of samples

in the work samples the works

51 and above 4+ one additional for each additional 50 M. or part thereof.

NOTE : At least one sample shall be taken from each shift. Ten test specimens shall be made from

each sample, five for testing at 7 days and the remaining five at 28 days. The samples of

concrete shall be taken on each day of the concreting as per above frequency. The number of

specimens may be suitably increased as deemed necessary by the Engineer-in-charge when

procedure of tests given above reveals a poor quality of concrete and in other special cases.

3.7.2 The average strength of the group of cubes cast for each day shall not be less than the specified

cube strength of 150 Kg/Cm at 28 days. 20% of the cubes cast for each day may have value

less than the specified strength provided the lowest value is not less than 85% of the specified

strength. If the concrete made in accordance with the proportions given for a particular grade,

does not yield the specified strength; such concrete shall be classified as belonging to the

appropriate lower grade. Concrete made in accordance with the proportions given for a

particular grade shall not, however, be placed in a higher grade on the ground that the test

strength are higher than the minimum specified.

3.8.1 The Engineer-in-charge shall be informed in advance by the contractor of his intention to strike

the form work. While fixing the time for removal of form work, due consideration shall be given to

local conditions, character for the structure, the weather and other condition that influence the

setting of concrete and of the materials used in the mix. In normal circumstances (generally

where temperatures are above 20 C) and where ordinary concrete is used, forms may be struck

after expiry of periods specified in item No 9.1(A) for respective item of form work.

3.8.2 All form work shall be removed without causing any shock or vibration as would damage the

concrete. Before the soffit and struts are removed, the concrete surface shall be exposed, where

necessary in order to ascertain that the concrete has sufficiently hardened. Centering shall be

gradually and uniformly lowered in such manner as to permit the concrete to take stresses due

to its own weight uniformly and gradually. Where internal metal ties are permitted, the or their

removable parts shall be extracted without causing any damage to the concrete and remaining

holes filled with mortar. No permanently embedded metal part shall have less than 25 mm cover

to the finished concrete surface. Where it is intended to re-use the form work, it shall be cleaned

and made good to the satisfaction of the Engineer-in-charge. After removal of form work and

shuttering, the Executive Engineer shall inspect the work and satisfy by random checks that

concrete produced is of good quality.

3.8.3 Immediately after the removal of forms, all exposed bolts etc., passing through the cement

concrete member and used for shuttering or any other purpose shall be cut inside the cement

concrete member to a depth of at least 25 mm below the surface of the concrete and the

resulting holes be filled by cement mortar. All fine caused by form joints, all cavities produced by

the removal of form ties and all other holes and depressions honeycomb spots, broken edges or

corners and other defects shall be thoroughly cleaned, saturated with water and carefully

pointed and rendered true with mortar of cement and fine aggregate mixed in the proportions

used in the grade of concrete that is being finished and of as dry consistency as is possible to

use. Considerable pressure shall be applied in filling and pointing to ensure thorough filling in all

voids. Surfaces which are pointed shall be kept most for a period of 25 hours.

If rock pockets/honeycombs in the opinion of the Engineer-in-charge are of such an extent or

character as to effect the strength of the structure materially or to endanger the life of the steel

reinforcement, he may declare the concrete defective and require the removal and replacement

of the portion of the structure affected.

4.0 Mode of measurement and payment:

4.1 The consolidated cubical contents of concrete work as specified in item shall be measured. The

concrete laid in excess of section shown on drawings or as directed shall not be measured. No

deduction shall be made for –

(a) Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purline trusses,

corbels and steps etc. up to 500 Sq. Cm. in section.

(b) Opening up to 0.1 Sq. M.

4.2 The rate includes cost of all materials, labour, tools and plant required for mixing, placing in

position, vibrating and compacting, finishing, as directed, curing and all other incidental

expenses for producing concrete of specified strength. The rate excludes the cost of form work.

4.3 The rate shall be for a unit of one cubic meter.

5.4.1 Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) and curing complete excluding cost of form work and

reinforcement for reinforced concrete work in :

(A) Foundation footing, base of columns and mass (B) Slabs, landings, shelves, balconies, internals

beams girders and cantilever up to floor two level (C) Columns, pillars, posts and struts up to

floor two level (D) Staircase up to floor two level (E) Vertical and horizontal fins up to floor two

1.0 Materials & Workmanship

1.1 The relevant specification of item No. 5.3.13 shall be followed except that the work shall be

carried out for reinforced concrete work for work as specified in item 1.2. In addition, the

following stipulations shall be followed for :

(a) The bars shall be kept in position by the following methods:

(i) In case of beam and slab construction, sufficient number of precast cover blocks in cement

mortar 1:2 (1 cement : 2 coarse sand) about 4 cms x 4 cms section and of thickness equal to the

specified cover shall be placed between the bars and shuttering as to secure and maintain the

requisite cover of concrete over the reinforcement.

In case of cantilevered or doubly reinforce beams of slabs, the main reinforcing bars shall be

held in position by introducing chain spacers or supports bars at 1.0 to 1.2 meters centers.

(ii) In case of columns walls, the vertical bars shall be kept in position by means of timber temphtes

with slotes accurately out in them. The temphtes shall be removed after concreting has been

done below it. The bars may also be suitably tied by means of annealed steel wires to the

shuttering to maintain their position during concreting.

1.2 All bars projecting from pillars, columns beams, slabs etc., to which other bars and concrete are

to be attached or bounced to later on, shall be protected with a coat of thin neat cement grout, if

the bars are not likely to be incorporated with succeeding mass of concrete within the following

10 days. This coat of thin neat cement shall be removed before concreting.

2.0 Mode of measurement and payment:

2.1 Relevant specifications of item No. 5.3.13 shall be followed.

2.2 The volume occupied by reinforcement shall not be deducted from R.C.C. work.

2.3 The rate shall be for a unit of one cubic meter.

Brick work using common burnt clay building bricks having crushing strength not less

than 35 kg/Sq. cm. in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine

sand)(B) Conventional (S.O .R.- 2021-22 -I.C.-06002BA,Pg.No.-96)

Brick work using common burnt clay building bricks having crushing strength not less than

35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1- Cement :6 - fine sand) (B)

Conventional (upto 10 ton)

Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick

shall conform to M-15 Cement mortar shall conform to M-11.

The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.

Wetting of bricks:

The bricks required for masonry shall be thoroughly wetted with clean water for about two hours before

use or as directed. The cessation of bubbles, when the bricks are wetted with water is an indication of

through wetting of bricks.

Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except

when necessary to complete to bond; closer in such case shall be cut to required size and used near the

A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall

first be properly bedded and set home by gently tapping with handle of trowel or wooden mallet. It side

face shall be flushed with mortar before the next brick is laid and pressed against it. On copletion of

course, the vertical joints shall be fully filled form the top with mortar.

The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joint

shall be truly vertical. Vertical joints in alternate course shall generally be directly one over the other.

The thickness of brick course shall be kept uniform.

The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s

sprit level, square half meter rub, and pins, string and plumb shall be kept on the site of work for

frequent checking during the progress of work.

Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the connected

brick work shall be kept not more than one meter over the rest of the work. Where this is not possible,

the work shall be raked back according to bond (and not left toothed) at an angle not steeper than

All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be built in

wall shall be embedded in cement mortar.

Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed

mm. The face joints shall be raked out as directed by taking tools daily during the progress of work,

when the mortar is still green so as to provide key for plaster or pointing to done.

The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping

Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for a

period seven days. The top of masonry work shall be kept well wetted at the close of the day

Preparation of foundation bed:

If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all loose

materials, cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the

top of concrete shall be cleaned and moistened. The contractor shall obtain the engineer'’ approval for

the foundation bed, before foundation masonry is started. When puccas flooring is to be provided flush

with the top to plinth, the inside plinth offset shall be kept lower than the outside plinth top by the

thickness of the flooring.

Mode of measurements and payment:

The measurements of this item shall be taken for the brick masonry fully completed in foundation up to

plinth. The limiting dimensions not exceeding those shown on the plans or as directed shall be final.

Battered, tapered and curved portions shall be measured net.

No deduction shall be made from the quantity of brick work nor any extra payment made for embedding

in masonry or making holes in respect of following items:

Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional area

does not exceed 500 Sq. cm.

Opening not exceeding 1000 Sq. cm.

Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed

Cms. and the bearing does not extend to the full thickness of wall.

Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.

Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc.

for concealed wiring.

Forming chases of section not exceeding 350 Sq. Cm. in masonry.

Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs,

throating and making Arches over the aperture be paid for separately.

The rate shall be for a unit of one cubic meter.

Providing 20mm thick cement plaster in single coat on single or half brick walls for interior

plastering upto floor two level and finished even and smoothin (i) Cement mortar 1:3 (1-

cement:3-sand)(S.O.R.- 2023-24 -I.C.-17003A,17.61 Pg.No.-129). Unit Shall be Measured in

Marble Slab Polished granite stone 20 to 25mm thick Colour(S.O.R.- 2023-24 -I.C.-M394,

Pg.No.-19) Unit Shall be Measured in Smt.

Supply & fixing factory finished cold formed Lightguage steel frame sections confirming to SP:6

(5) 1980 at site or work including riveted, bolted or welded in builtup for all type of sections ,in

framed work, cutting, hoisting, fixing in position and applying primer coat of approved steel

primer etc.complete as per structural designs & directions of Engineer-in-charge. Unit Shall be

Measured in Kg.

Painting two coats (excluding priming coat) on newsteel and other metal surface with enamel

paint,brushing, interior to give an even shade including cleaning the surface an even shade

includingcleanicn the surface of all dirt, dust and otherforeign matter Unit Shall be Measured in

Providing corrugated G.I. sheet of class-3 roofingfixed with glavanished iron J or L Hooks, Bolts

andnuts 8mm diameter with bitumen and G.I. limpetwasher or G.I. limpet washer. filled with

white leadcomplete excluding the cost of purlins, Rafters and,Trusses.(1) 0.80 mm thick sheet.

Unit Shall be Measured in Smt.

Providing and supplying Mangalore-style roof tiles fixing on MS box pipe steel structure as per

direction of Incharge Engi. Unit Shall be Measured in Smt.

Providing and fixing high-quality UV stabilized corrugated PVC roofing panels of approved make,

minimum 2.5 mm thickness, in approved colour (clear, smoke, green or as directed), over the

fabricated steel roof framework including all necessary materials, labour, tools, tackles,

transportation, scaffolding, and accessories, complete as directed by the Engineer-in-Charge.

Unit Shall be Measured in Smt.

Supplying and Providing of Granite Takti of Size 600x600 MM in golden letters with necessary

names etc. as per instruction of engineer in charge. Unit Shall be Measured in Smt.

Important Note:-

As well as Considered Item Specifications as Per Item Given, not by serial number, the specifications of

items which are not mentioned in BOQ Item, Specifications should be considered as per AMC Sor

Current Approved Rates for Civil and Electrical Works, as per Available on Site of Ahmedabadcity.gov.in

All the Specifications should be Considered as per Schedules Rates of R & B Division of both civil and

Electrical Works. Hence it an ARC Tender All the Quantity Would Vary as per Instruction of Engineer in

Charge. No Rate would be given Extra for Increase or Decrease in the Quantity of The BOQ Scheduled

Contractor signature Additional City Engineer

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ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

bntldh muJtmœl –vrùbÍtul

vrùb Ítul Ítulj ytuVem,

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yu.yth.me. xuLzh- Nh<tu

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m•tt Bgw.frb¹lh©elu hnuNu.

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

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 addendum.

* 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.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP ( West Zone)