Package 4 - Construction Work of 875 EWS-II Type Affordable Housing Project along with Infrastructure at TPS-16, FP No 21-A and FP No 21/B Under PRADHAN MANTRI AAVAS YOJNA-2.0 Rajkot

Name of Work: - Package-4- Construction Work of 875 EWS-II Type Affordable

Housing Project along with Infrastructure at TPS-16, FP No 21-A & FP No 21/B

Under “PRADHAN MANTRI AAVAS YOJNA-2.0”, Rajkot.

Milestone Dates for e-tendering is as under

1. Downloading of e-Tender documents 11/05/2026 To 11/06/2026 up to 18.00 Hrs.

2. Pre-bid meeting at office 21/05/2026 at 12.00 Hours

3. Last Date of online submission of e - Tender 11/06/2026 up to 18.00 Hours

4.Physical submission of EMD, Tender fee, Tender 15/06/2026 up to 18.00 Hours

document and other documents required for pre

qualification as per Financial and Experience criteria

and other necessary documents.

5.Opening of online and physical, Technical Bid (if 17/06/2026 at 10.30 Hours onwards

6.Verification of submitted documents (EMD, e tender 18/06/2026 between 16.00 to 18.00 Hours

fee, documents required for pre-qualification and

other necessary documents) (if possible & required)

7.Opening of Commercial Bid (Price Bid) of technically 19/06/2026 at 10.30 Hours onwards

qualified bidders only. (if possible)

8. Bid Validity 120 Days

9. For Further details, per-qualification criteria etc. visit www.tender.npprocure.com

CITY ENGINEER - [Avas]

RAJKOT MUNICIPAL CORPORATION

KRISHNANAGAR CITY CIVIC CENTRE

GURUPRASAD CHOWK

RAJKOT - 360 004 (GUJARAT)

Rajkot Municipal Corporation

Name of work :- Package-4- Construction Work of 875 EWS-II Type Affordable

Housing Project along with Infrastructure at TPS-16, FP No 21-A & FP No 21/B Under

“PRADHAN MANTRI AAVAS YOJNA-2.0”, Rajkot.

Section-1 Invitation to Bid, Instructions to Bidders

Section-2 Technical Specifications

IS Code & General Clause

S. No. Description Page No.

2 Terms and Conditions of Tender

3 Tender Notice

4 Instructions to Bidders

5 Pre Qualification Bid

6 Pre Qualification Application

7 Project Information

8 Special Conditions of Contract

10 Specification of material

11 Genral Condition index

12 Genral Condition

13 Additional Conditions

14 Tech. Specifications of Building

15 Approval Make of Building

16 Approval Make of Plumbing

17 Approval Make for fire safety work

18 Approval Brand of Electric

19 List of Mandatory test

20 List of Register Maintain at site

21 Quality Assurance Plan

22 Technical Specifications of Electric work

23 Special Condition of Electric work

24 Technical Specifications for Roof top on grid Solar

25 Plumbing Specifications

2 Minimum Acceptable Specifications

3 Techanical Specification for Centrifugal Pumps

4 Techanical Specification for Fire Fighting (Protecion) System

5 Lans Scape Specification

6 Techanical Specification for Lift

7 Special Condition for lift Contract

8 Important note for Specification

10 Not on Schedule

11 Testing Form

12 Clauses of Contract

1 Schedule B (BOQ) For (SB-1 TO SB-15)

2 Schedule for Testing of Materials

3 Information Available

Name of contractor:

Rajkot Municipal Corporation

AwasYojana Branch

TERMS AND CONDITIONS OF TENDER

Name of work :- Package-4- Construction Work of 875 EWS-II Type Affordable

Housing Project along with Infrastructure at TPS-16, FP No 21-A & FP

No 21/B Under “PRADHAN MANTRI AAVAS YOJNA-2.0”, Rajkot.

Approved estimated cost :-Rs.1,13,61,20,111/-

Earnest Money :-Rs.1,13,61,201/- (D.D./FDR/Bank Guarantee)

Security Deposit : 5% (2.5% D.D./FDR/Bank Guarantee + 2.5% from R.A.Bill)

Sign of Tenderer

Rates approved on behalf of Rajkot Municipal Corporation

Date: Sign of Sanctioning authority

Rajkot Municipal Corporation

:: e-Tender Notice ::

The e-Tenders are invited with two bid system by e-Tendering from the

experienced contractors registered in GWSSB / State Government / Central

Government / Semi Government in appropriate class for below mentioned

a) Estimated cost

Sr Name of work b) Earnest Money

No c) e-Tender fee

d) Time limit for

completion of work

1 Package-4- Construction Work of 875 EWS-II Type a) Rs. 1,13,61,20,111/-

Affordable Housing Project along with Infrastructure at (Without GST)

TPS-16, FP No 21-A & FP No 21/B Under “PRADHAN

MANTRI AAVAS YOJNA-2.0”, Rajkot.

Milestone Dates for e-tendering is as under

1. Downloading of e-Tender documents 11/05/2026 To 11/06/2026 up to 18.00 Hrs.

2. Pre-bid meeting at office 21/05/2026 at 12.00 Hours

3. Last Date of online submission of e - Tender 11/06/2026 up to 18.00 Hours

4.Physical submission of EMD, Tender fee, Tender 15/06/2026 up to 18.00 Hours

document and other documents required for pre

qualification as per Financial and Experience criteria

and other necessary documents.

5.Opening of online and physical, Technical Bid (if 17/06/2026 at 10.30 Hours onwards

6.Verification of submitted documents (EMD, e tender 18/06/2026 between 16.00 to 18.00 Hours

fee, documents required for pre-qualification and

other necessary documents) (if possible & required)

7.Opening of Commercial Bid (Price Bid) of technically 19/06/2026 at 10.30 Hours onwards

qualified bidders only. (if possible)

8. Bid Validity 120 Days

9. For Further details, per-qualification criteria etc. visit www.tender.npprocure.com

1. The e-tender fee will be accepted only in form of Demand Draft in favor of

"Rajkot Municipal Corporation" Rajkot, payable at Rajkot from any

Nationalized Bank or Scheduled Bank (except Co-operative Bank) in India

and must be delivered to above address.

2. All bidders must submit Bid security (EMD) as above either directly

deposited in ICICI Bank Account No.015305010638 (Rajkot Municipal

Corporation) IFSC Code ICIC0000153 or submit at the below mentioned

address in form of Demand Draft in favour of "Rajkot Municipal

Corporation", Rajkot, from any Nationalized Bank or Scheduled Bank

(except Co-operative Bank) in India. Bank Guarantee will also be accepted.

Upon submission of Required MSME exemption Documents (From

registered in Rajkot municipal corporation) EMD submission will be

3. Submission of required documents shall have to be done at the below

mentioned address:

Rajkot Municipal Corporation,

Krishnanagar City Civic Center,

Guruprasad Chowk, Doshi Hospital Road,

4. The prequalification requirement is as under:

i) Financial Criteria:

1. The Bidder must have achieved a minimum annual turnover in

any one year over the last seven financial years of the annual

value of contracts value.

2. Class of Registration: AA Class Registration & Special Category

Certificate Class-I (Building)

3. Available Bid Capacity (ABC) must be more than the estimated

4. The Bidder should give undertaking that he has access to or has

available, liquid assets and/or credit facility equal to 25% of the

value of the contract / contracts applied.

5. Available Bid Capacity (ABC) must be more than the estimated

Available bid capacity (ABC) = (A x N x 2) – B,

A = Maximum of updated total amount of work executed in any

A = Maximum of updated total amount of work executed in any

one year of the last seven financial years.

B = Amount of the existing commitments and ongoing works to be

discharge during time interval of N years from the bid due

N = Number of years prescribed for completion of the proposed works

ii) Experience Criteria:

The bidder should posses following minimum experience:

1. Bidder should have completed OR substantially completed at

least one work of similar nature 40% of tender amount either in

Government or Semi- Government or Government Autonomous

Body as a main contractor in period of last seven years.

NOTE:-Similar works means should have at least constructed

multistoried building works of at least high-rise (definition of

high-rise shall be considered as per prevailing CGDCR) Having

RCC Frame Structure and common Infrastructure work in last

Seven years ending on 31.03.2026. (Experience of having

successfully completed similar of work as a prime contractor or

as nominated sub-contractor approved by Employer) during last

SEVEN years ending last day of the month previous to the one in

which bids are invited.

i) Substantially completed works means those works which

are completed at least 90% of original contract price on the

date of submission of this tender and execution is

2. Bidder should have enough machinery and experienced

personnel to supervise the work.

3. Bidder should have enough machinery and experienced

personnel to supervise the work. Bidder must have one batch

mix plant of 30 M3/HR CAPACITY on his own name bill must be

attached with tender documents MOU WILL NOT Be Acceptable.

4. Running Bill of Ongoing work should be considered in annual

turnover if it is made during 2025-26.

5. The agencies those who fulfill Financial as well as Experience

criteria shall only quote their rates in respective works.

6. Each bidder is required to have ESI and EPF registration as well

as be bound by their rules.

Note on pre-qualification requirement:

1. Enhancement factor at 10% per year for last seven years will be

applicable to arrive at average annual turnover and experience to

finalize the magnitude of work done in last seven years.

1 Current Year (2026-27)

2. For Financial and Experience criteria,the estimated cost of Rs.

113,61,20,111/- (Without GST) will be considered.

5. Price Escalation:

‐ Price escalation will be applicable for this work.

‐ Contract price shall be adjusted for increase or decrease in rates and price

of Labour, Materials, Fuels & Lubricants in accordance with the following

principles & procedures and as per formula given in the contract data.

A. The price adjustment shall apply for the work done from the

start date given in the contract data up to end of the initial

intended completion date or extensions granted by the

Competent Authority and shall not apply to the work carried out

beyond the stipulated time for reasons attributable to the

B. The price adjustment shall be determined during each month

from the formula given in the contract dat.

C. Following expressions and meanings during to the work done

during each month.

The price adjustment for Material

Vm = Increase or decrease in the cost of work during the month under

consideration due to change in rates for local materials other than

Cement, Steel, Bitumen & POL (Fuel & Lubricants)

Mo = The all-India wholesale price index (All commodities) on 28 days

preceding the schedule date of opening of technical bids, as published

by the office of Economic Advisor, Dept. for promotion of Industry &

internal trade, Ministry of Commerce and Industry.

Mi = The all-India Whole sale price index (all commodities) for the

month under consideration as published by the office of Economic

Advisor, Dept. for promotion of Industry & internal trade, Ministry of

Commerce and Industry.

Pm = Percentage of local Material Component (other than Cement,

Steel, Bitumen & POL) of the work.

R= Total value of work done during the month. It would include the

amount of secured advance granted, if any, during the month less the

amount of secured advance recovered.

The following percentage will govern the price adjustment for the entire

1. Labour – Pl 29.161%

2. Cement – Pc 19.739%

3. Steel – Ps 24.597%

4. Bitumen – Pb 0.00%

6. Plant & Machinery spares – Pp 6.974%

7. Other Material– Pm 18.044%

Total… 100.00 %

Note: The same formula will be applicable to Steel Ps / Cement Pc /

Bitumen Pb / Labor Pl / POL (Fuel & Lubricants) Pf / Plant & machinery

spares Pp / Other Material Pm.

6. Bidder has to quote their rates without GST and including other taxes. The

invoice should be submitted by contractor showing the breakup of GST in the

bill. GST will be paid extra at the prevailing rate at the time of execution.

7. The contractor shall have to purchase the material required for this tender

work, only from the supplier having registered GST Number. RMC will not

be responsible to pay any amount towards GST if the material is purchased

from the unregistered supplier / not having GST Number.

8. After opening of Technical Bid, the procedure for the pre-qualification shall

be adopted and the Price Bid of only successful qualified bidder shall be

opened for final evaluation of the contract. The decision of Municipal

Commissioner regarding the pre-qualification shall be final and binding to

all the bidders.

9. The Tender of those bidder(s) those who fails to produce the required

documents physically within the stipulated date and time, will be treated

as non responsive and their Price Bid will not be opened.

10. The bidder should not have been Black Listed, suspended, terminated,

backed out, debarred & delisted by any Municipal Body / Urban Local Body

/ Development Authority in any State Government Body or undertaking /

any department or undertaking of Government of India, since inception of

the firm/ Company. Such a case will be rejected out rightly. A Declaration

in this regard on Rs.300/- Stamp Paper duly Notarized shall have to be

submitted as per Annexure along with the tender documents. Submission

of the bid document without such Notarized declaration will be rejected

11. The bidder should provide accurate information on any litigation history or

arbitration resulting from contracts completed or under execution by him

over the last ten years. This should also include such cases, which are in

process / progress. A consistent history of awards against the bidder may

result in failure of the bid. In case the bidder has not provided such

information and has come to the notice of the authority, the tender will be

rejected at what so ever stage and in such case all the losses that will arise

out of this issue will be recovered from the Bidder / bidder and he will not

have any defense for the same.

12. Joint Venture is not permitted for this tender.

13. Conditional Tenders will be out rightly rejected.

14. If no agency remains present and are no points for Pre bid meeting, “NIL”

minutes to be considered and the same will not be uploaded.

15. Rajkot Municipal Corporation, Rajkot, reserves the right to accept / reject

any or all e-tender(s) without assigning any reasons thereof.

Rajkot Municipal Corporation

CHECKLIST FOR SUBMISSION OF DOCUMENTS (ONLINE AND OFFLINE)

The bidder must submit the relevant documents as per below:

Sr Document Name ONLINE OFFLINE

No SUBMISSION SUBMISSION

1 Tender Fee √ √

3 Agency Registration Certificate √ √

4 GST Registration √ √

6 PF Registration √ √

7 ESIC Registration √ √

As Per Prevailing Govt. As Per Prevailing

8 Labour License & CESS Registration

Rules Govt. Rules

Non-Blacklist Declaration on Rs.300

10 Turnover Certificate from CA √ √

11 Work Experience Certificates √ √

12 Other document, if any √ √

Working Capital Certificate From C.A.

Or Under Taking.

Available Bid Capacity Certificate With

14 Sign And Stamp Of CA (For Work More √ √

Than Rs. 1 Cr.)

Note: The bidder must submit all relevant documents as per qualification

criteria and tender conditions. No correspondence to the agency will be done

for shortfall documents.

Original documents to be brought by bidder/authorized person for verification

on the date and time as communicated by engineer-in-charge. Successful

bidder to submit hard copy of tender documents including

addenda/Corrigendum, if any and other supportive documents as required in

this tender, duly stamped & signed on all pages.

Rajkot Municipal Corporation

Name and signature of Bidde

Rajkot Municipal Corporation

:: INSTRUCTIONS TO TENDERER::

The contract documents may be securedin accordance with the Notice Inviting e–

Tenderfor the work called. The work shall include supply of materials necessary for

construction of the work.

IT 2. INVITATION TO E - TENDER

The Rajkot Municipal Corporation here in after referred as the Corporation will receive e –

Tendersfor the workas per the specifications and schedule of prices in the e-

tenderdocument. The e - Tenders shall be opened online as specified in the e-tender

notice in the presence of interested Tenderers or their representatives. The Corporation

reserves the right of reject the lowest or any other or all e - Tenders or part of it which in

the opinion of the Corporation does not appear to be in its best interest, and the Tenderer

shall have no cause of action or claim against the Corporation or its officers, employees,

successors or assignees for rejection of his e - Tender.

IT 3. LANGUAGE OF e - Tender

e-Tenders shall be submitted in English, and all information in the e-tender shall also be in

English, Information in any other language shall be accompanied by its translation in

English. Failure to comply with this may make the e-tender liable to rejection.

IT 4. QUALIFICATIONS OF TENDERERS

A.The Tenderers shall abide by the laws of the Union of India and of Gujarat State and legal

jurisdiction of the place where the works are located.

B.The Tenderer shall furnish a written statement of financial and technical parameters

with details and documents along with his e-tender which contains namely as below:

i. The Tenderer’s experience in the fields relevant to this contract.

ii. The Tenderer’s financial capacity/resources and standing over at least 7 (seven) years.

iii. The Tenderer’s present commitments (Jobs on hand).

iv. The Tenderer’s capability and qualifications of himself and his regular staff etc.

v. Plants and Machinery available with the Tenderer for the workTendered.

IT 5. e-tender Documents

The e-tender documents and drawings shall comprehensively be referred to ase-tender

document. The several sections form in the document are the essential parts of the

contract and a requirement occurring in one shall be as binding as though occurring in all,

they are to be taken as mutually, explanatory and describe and provide for complete

IT 6. EXAMINATION BY TENDERERS

A. At this own expense and prior to submitting his e - Tender, each Tenderer shall (a)

examine the Contract Documents, (b) visit the site and determine local conditions which

may affect the work including the prevailing wages and other pertinent cost factors, (c)

familiarize, himself with all central, state and local laws, ordinance, rules regulations and

codes affecting the material supply including the cost of permits and licenses requiredfor

the work and (d) correlate his observations, investigations, and determinations with the

requirements of the e-tender Documents, site & sub soil investigation.

B. The e-tender is invited on Item basis the works shall have to be completed in all respect as

stated in the e-tender document to the satisfaction of the Corporation.

C. The following comprises in Contract Documents at a price of Rs.23, 500/-

E-tender Document:

1. Notice inviting Tenderers.

2. Introduction.

3. Information to the Tenderer.

4. e-TENDER Declaration Form

5. Instructions to theTenderer.

7. General conditions of contract

1. Technical specifications & Bid Drawings

3. Bidform(with price)

D. Copy of the e-tender Document should be completed, checked in a responsible manner,

digitally signed, and submitted. Security Bond shall be submitted in person up to the

stipulate date, which shall be as per tender condition.

The e-tender is required to be filled with necessary details in all the pages in which entries

are required to be made by the Tenderer are contained in the e-tender documents and the

Tenderer shall not take out oradd to or amend the text of any of the documents except in

so far as may be necessary to comply with any addenda issued pursuant to Clause IT.17

IT 7. EARNEST MONEY DEPOSIT:

A. Each Tenderer must submit a receipt of deposit as Tender guarantee towards Earnest

money amounting to Rs.113,61,201/-in the form of FDR/DD/Bank guarantee of 3 Months

Validity,if required it should be extended in favor of "Rajkot Municipal Corporation", from

any Nationalized Bank in India acceptable to owner payable at Rajkot.

The Tender shall be valid for a period of not less than hundred and eighty(180) days from

the date the e-Tenders are opened and shall comply with the requirements for Bond as

stipulated in the General conditions of contract.

B. The Earnest Money Deposit will be refunded to the unsuccessful Tenderers after an award

has been finalized.

C. The Earnest Money Deposit (Tender Guarantee) will be forfeited in the event, the successful

Tenderer fails to accept the contract and fails to submit the “Performance Guarantee

Bonds to the Owner as stipulated in this e-tender document with in ten days. (10) Days

after receipt of notice of award of contract.

D. The Earnest Money Deposit of the successful Tenderer shall be returned after the

performance guarantee bond, as required, is furnished by the contractor.

E. No interest shall be paid by the owner on any e-tender guarantee.

IT 8. INCOME TAXCLEARANCE CERTIFICATE:(NOT APPLICABLE) :

IT 9. PREPARATION OF e-tender DOCUMENTS

Tenderers are required to note the following while preparing the e-tender Documents:

A. e-tender shall be submitted on the e-tender form bound here in English. All statements

shall be properly filled in. Numbers shall be stated both in words and in figures where so

B. All entries or prices and arithmetic shall be checked before submission of the e - Tenders.

If there is discrepancy between the rates quoted in figures and in words, the rates

expressed in words shall be considered as binding.

C. Each e-tender shall be accompanied by the prescribed e-tender security bond and other

required documents and drawings. All witnesses and sureties shall be persons of status

and probity and their full names, occupations and addresses shall be stated below their

D. Variation to the contract Documents requested by the Tenderer may be affixed and duly

signed and stamped. Such variations may be approved or refused by the Corporation is not

obliged to give reason for his decisions.

IT 10.SUBMISSION OF e-tender DOCUMENTS

Tenderers are requested to submit the e-tender Documents on following lines.

A. Volume containing following documents:

I. Earnest Money Deposit.

II. Certificates as registered contractor in appropriate class with Government of Gujarat or

appropriate authority.

III. Tenderer’s financial capability statement including last three years Income tax returns,

balance sheet, duly signed by registered chartered account.

IV. Tenderer’s experience in the field relevant to this contract.

V. A list of the equipment the Tenderer possesses and that which he proposed to

acquireand use for the purpose related to the work.

The time limit for receipt of e-tender shall strictly apply in all cases. The Tenderers

should there fore ensure that their e-tender is received by the competent authority The

Rajkot Municipal Corporationat before expiry of the time limit. No delay on account of

any cause for receipt of e-tender shall be entertained.

The e-tender must contain the name address of residence and place of business of the

person or persons submitting the e-tender and must be digitally signed.

e-Tenders by partnership firm must be furnished with the full names and addresses of all

partners and be signed by one of the members of the partnership or by a legally

authorized representative holding power of attorney followed by signature and

designation of the person of person signing.

e-Tenders by corporations/companies must be signed with the legal name of the

Corporation/Companies by the president/or by the secretary or other person or persons

legally authorized to bind the Corporation/Company in the matter.

All pages to be initialed :

All signatures in tender documents shall be dated as well as all the pages of the sections

of tender documents shall be initialed at the lower right hand corner and signed

wherever required in the tender papers by the tenderer or by a person holding power

of attorney, authorizing him to sign on behalf of the tenderer before submission of

IT 11 TENDER VALIDITY PERIOD

The validity period of the e-tender submitted for this work shall be of One Twenty (120)

calendar days from the date of opening of the e-Tender and that the Tenderer shall not

be allowed to withdraw or modify the e-Tender offer on his own during the validity

period. The Tenderer will not be allowed to withdrawn the e-Tender or make any

modifications or additions in the terms and conditions on his own e-Tender.If this is

done then the owner shall, without prejudice to any other right or remedy, be at liberty

to reject the e-Tender and forfeit the earnest money deposit in full.

IT 12 GENERAL PERFORMANCE DATA

Tenderers shall present all the information which sought for in the e-tender document in

form of various schedules if given. e - TENDERs may not be considered if left blank or the

schedules are not properly filled in.

IT 13 SIGNING OF e-tender DOCUMENTS

If the Tender is made by an individualit shall be signed with his full name above his

current address. If the Tender is made by a proprietary firm, it shall be signed by the

proprietor above his name and the name of his firm with his current address.

If the e-tender is made by a firming partnership, it shall be signed by all the partners of

the firm above their full names and current address, or by a partner holding the power

of attorney for the firm, in which case a certified copyof the power of attorney shall

accompany the e - TENDER. A certified copy of the partnership deed, current addresses

of all the partners of the firm shall also accompany the e - Tender.

Deleted:- (If the e-tender is made by a limited companyor a limited corporation, it shall

be signed by a duly authorized person holding the power of attorney, shall accompany

the e - Tender. Such limited company or corporation may be required to furnish

satisfactory evidence of its existence before the contract is awarded.)

If the e-tender is made by a group of firms, the sponsoring firm shall submit complete

information pertaining to each firms in the group and state along with the bidas to

which of the firms shall have the responsibility for e - Tendering and for completion of

the contract documents and furnish evidence admissible in law in respect of the

authority to such firms on behalf of the group of firms for e - Tendering and for

completion of contract documents. The full information and satisfactory evidence

pertaining to the participation of each member of the group of firms in the e-tender

shall be furnished along with the e - Tender.

All witnesses and sureties shall be persons of status and probity and their full names,

occupations and addresses shall be stared below their signatures. All the signatures in

the e-tender document shall be dated.

IT 14 WITHDRAWAL OF TENDERS

If, during the tender validity period, the Tenderer withdraws his Tender, Tender security

(Earnest Money) shall befor feited and Tenderer will be debarred for next three years to

quote in R.M.C.

IT 15 INTERPRETATIONS OF e-tender DOCUMENTS

Tenderers shall carefully examine the e-tender Document and fully inform themselves as

to all the conditions and matters which may in any way affect the workor the cost thereof.

If a Tenderer finds discrepancies, or omissionfrom the specifications or other documents

or should be in doubt as to their meaning, he should at once address query to the CITY

ENGINEER (SPECIAL), R.M.C. The result of interpretation of the e-tender will be issued to

all Tenderers as addendum.

IT 16 ERRORS AND DISCREPANCIES IN e - TENDERS

In case of conflict between the figures and words in the rates the rate expressed in words

shall prevail and apply in such cases.

IT 17 MODIFICATION OF DOCUMENTS

Modification of specifications and extension of the closing date of the e - Tender, if

required will be made by an addendum. Each addendum will be made available online to

all Tenderers. These shall form a part of e - Tender. The Tenderer shall not add to or

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

with any addendum.

Addenda formpart of the Contract Documents and full consideration shall be given to all

Addenda in the preparation of e - Tender. Tenderers shall verify the number of Addenda

issued, if any and acknowledge the receipt of all Addenda in the e-tender Failure to so

acknowledge may cause the e-tenderto be rejected.

A. The Owner may issue Addenda to advise Tenderers of changed requirements. Such

addenda may modify previously issued Addenda.

B. No addendum may beissued after the time stated in the notice inviting e - Tenders.

IT 18. TAX AND DUTIES ON MATERIALS

All charge on account of excise duties, Central / State, sales tax, work contract tax and

other duties etc. on materials obtained for the works from any source shall be borne by

the contractors. No (P) or ‘C’ or ‘D’ form shall be supplied.

IT 19 EVALUATION OF E - TENDERS

While comparing e - Tenders, the Rajkot Municipal Corporation shall consider factors like

priceoffer is workable with the market price, efficiency and reliability of construction

method proposed, compliance with the specifications, relative quality, work done in past

with Rajkot Municipal Corporation or other Government Organizations, litigationissues

etc. Evaluation criteria specifically mentioned in the specification will also be taken into

consideration in the evaluation of e - Tenders.

IT 20 TIME REQUIRED FOR COMPLETION

The completion period mentioned in this schedule is to be reckoned from the date of

notice to proceed. Total completion period is 30 Months from the date of issue of notice

to proceed and contractor should adhere to this completion time.

IT 21 POLICY FOR TENDER UNDER CONSIDERATION

TENDER shall be termed to be under consideration from the opening of the e-tender until

such time any official announcement or award is made.

While e - Tenders are under consideration, Tenderers and their representative or other

interested parties are advised to refrain from contacting by any means any corporations

personnel or representatives on matters related to the e - Tenders under study. The

Corporation’s representatives if necessary will obtain clarification on e - Tenders by

requesting such information from any or all the Tenderers, either in writing or through

personal contact, as may be necessary. The Tenderer will not be permitted to change the

substance of his e-tender after e - Tenders have been opened. This includes any post

Tender price revision. Non-compliance with his provision shall make the Tender liable for

IT 22 PRICES AND PAYMENTS

The Tenderer must understand clearly that the prices quoted are for the total works or the

part of the total works quoted for and include all costs due to materials, labour,

equipment, supervision, other services, royalties, taxes etc. and to include all extra to

cover the cost. No claim for additional payment beyond the prices quoted will be

entertained and the Tenderer will not be entitled subsequently to make any claim on any

IT 23 PAYMENT TERMS

The terms of payment are defined in the General Conditions of Contract and Technical

specifications. The Corporation shall not under any circumstances relax these terms of

payment and will not consider any alternative payment terms. Tenderers should there

fore in their own interest note this provision to avoid rejection of their e - Tenders.

Award of the contractor the rejection of e –tenders will be made during the Tender

requested to quote their price offer in % below, above or equal on the given price in the

A. After all contract contingencies are satisfied and the Notice of Award is issued, the

successful Tenderer shall execute the Contract Agreement within the time stated and shall

furnish the Bond as required herein. The contract Agreement shall be executed, in form

stipulated by the Owner.

The successful contractor shall also have to submit a hard copy of the Tender document,

Minutes of Pre-bid Meeting, Corrigendum, Addenda including all drawings duly signed

with Seal on each and every page.

B. If the Tenderer receiving the Notice of Award fails or refuses to execute the Contract

Agreement within the stated time limit or fails or refuses to furnish the Bond as required

herein. The Owner may annul his award and declare the e-tender security forfeited and

will take action as deemed fit.

C. A corporation, partnership firm or other consortium acting as the Tenderer and receiving

the award shall furnish evidence of its existence and evidence that the officer signing the

contract agreement and Bonds for the corporation, partnership firm or other consortium

acting as the Tenderer is duly authorized to do so.

IT 25 SIGNING OF CONTRACT

The successful Tenderer shall be required to execute the contract aggrement within

days of receipt of intimation to execute the contract, failing which the Corporation will be

entitled annul to the award and forfeit the Earnest Money Deposit. The person to sign the

contract document shall be person as detailed in Article IT.13 (signing of e-tender

IT 26 DISQUALIFICATION

A e-tender shall be disqualified and will not be taken for consideration if,

(a) The Tender fee and Tender Earnest Money Deposit is not deposited in full and in the

manner as specified as per Article IT. 7 i.e. Earnest Money Deposit.

(b) The e-tenderis in a language other than English or does not contain its English Translation

in case of other language adopted for-tender preparation.

(c) The e-tender documents are not signed by an authorized person (as per Article IT. 13 i.e.

signing of e-tender documents).

(d) The general performance data for qualification is not submitted fully (as per ArticleIT

i.e. General performance Data).

(e) Tenderer does not agree to payment terms defined as per Article IT. 23 i.e. payment

A. e-tender may further be disqualified if,

(a) Price variation is proposed by the Tenderer on any principle other than those provided in

the e-tender Documents.

(b) Completion schedule offered is not consistent with the completion schedule defined and

specified in e-tender document.

(c) The validity of e-tender bond is less than that mentioned in Article IT. 11 i.e. e-tender

validity period.

(d) Any of the page or pages of e-tenders/are removed or replaced.

(e) Any conditional tender.

IT 27 PERFORMANCE GUARANTEE (SECURITY DEPOSIT)

As a contract security the Tenderer to whom the award is made shall furnish a

performance guarantee (Security deposit) for the amount of 5% of the contract price to

guarantee the faithful performance, completion and maintenance of the works of the

contract in accordance with all conditions and terms specified herein and to the

satisfaction of the Engineer-in-charge and ensuring the discharge of all obligations arising

from the execution of contract in the forms mentioned below:

a. By a Demand Draft on the Rajkot Branch of any Nationalized Bank except co-

operative bank, payable at Rajkot Branch.

b. A fixed deposit receipt of any Nationalized Bank except Co-operative Bank duly

endorsed in favor of the Rajkot Municipal Corporation, Rajkot, payable at Rajkot

c. Irrevocable and unconditional Bank Guarantee up to two tear validity from the

date of Agreement of Equivalent amount of any Co-operative Bank or

Nationalized Bank,Schedule Bank payable at Rajkot Branch.

The performance guarantee shall be delivered to the Corporation within ten (10) days of

the notice of award and at least three (3) days before the contract agreement is signed

unless otherwise specified by the Engineer-in-charge. Alternatively, the contractor may at

his option deposit an amount of 2.5% of the value of the contract price within ten days

and the balance 2.5% to be recovered in installments through deduction @ the rate of

10% from the running account bills.

On due performance and completion of the contract in all respects, THE PERFORMANCE

GUARANTEE WILL BE RETURNED TO THE CONTRACTOR WITHOUT ANY INTEREST AFTER

THE DEFECT LIABILITY PERIOD IS OVER.

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. Any effort by a bidder to

influence the Employer's processing of bids or award decisions may result in the rejection

of the bidder's bid.

IT 28 STAMP DUTY

The successful Tenderer shall have to enter into an agreement on a non-judicial stamp

paper of Rs.100/- as per the form of the agreement approved by the Corporation. The cost

of stamp paper and adhesive stamp shall be born by the contractor. If tenderer submit the

security deposit in form of Fixed Deposite, NSC Saving or any saving deposit mode then

tenderer will be liable to pay 4.9% Stamp Duty on Security Deposity amount. (As per

Stamp Duty Resolution No. સ્ટે મ્પ-અશન-૧૪-૨૦૦૭-૯૩૯, તા. ૫/૨/૦૭ અને સુધારા તારીખ તા.

IT 29 BRAND NAMES

Specific reference in the specifications to any material by manufacturer’s name, or

catalogue shall be constructed as establishing a standard or quality and performance and

not as limiting competition and the Tenderer in such cases, may at his option freely use

only other product, provided that it ensures an equal of higher quality than the standard

mentioned and meets Corporation approval.

IT 30 NON TRANSFERABLE

e-tender documents are not transferable.

IT 31 COST OF e - Tendering

The owner will not defray expense incurred by Tenderers in e - Tendering.

IT 32 EFFECT OF e - Tender

The e-tender for the work shall remain for a period of 180 calendar days from the date of

opening of the e - Tenders for this work and that the Tenderer shall not be allowed to

withdraw or modify the offer in his own during the period. If any Tenderer withdraws or

makes any modification or additions in the terms and conditions of his own e - Tender,

then the Corporation shall, without prejudice to any other right or remedy, be at liberty to

reject the e-tender and forfeit the earnest money in full.

IT 33 CHANGE IN QUANTITY

The Corporation reserves the right to waive any information in any e-tender and to reject

one or all e - Tenders without assigning any reasons for such rejection and also to vary the

quantities of items or group as specified in the scheduled of prices as may be necessary.

IT 34 NEW EQUIPMENT AND MATERIAL

All materials, equipment and spare parts thereof shall be new, unused and originally

coming from manufacturer’s plant to the Corporation. The rebuilt or overhauled

equipment/materials will not be allowed to be used on works.

IT 35 RIGHTS RESERVED

The owner reserves the right to reject any or all e - Tenders, to waive any informality or

irregularity in any e-tender without assigning any reason. The owner further reserves the

right to withhold issuance of the notice to proceed, even after execution of the contract

agreement. No payment will be made to the successful Tenderer on account of such with

holding. The owner is not obliged to give reasons for any such action.

IT 36 ADDITIONAL RIGHTS RESERVED

The Commissioner,Rajkot Municipal Corporation,reserves right to reduce the scope of

work & split the e-tender on two or more parts without assigning any reason even after

the awards of contract.

IT 38 CONDITIONAL e - Tenders

The scope of work is clearly mentioned in the e-tender documents. The contractor shall

have to carry out the work in accordance with the details specifications. No condition will

be accepted. The conditional e-tender will liable to be rejected.

IT 39 1% CESS & REGISTRATION:

For the welfare of lab our working under construction Industry, the agency shall have to

take the registration with competent authority as per Circular No.CWA/2004/841/M-3

dated 30-01-2006 of Government of Gujarat. Rajkot Municipal Corporation on will deduct

1% Cess of the value of work and will deposit the same in Government.

IT 40 PROFESSIONAL TAX

The bidder shall have to pay the Professional Tax for current financial year imposed by

Government of Gujarat, and also the bidder shall have to produce Enrollment Certificate

IT 41 APPLICATION OF EMPLOYEES’ PROVIDENT FUND & MISCELLANEOUS

PROVISIONS ACT-1952

The bidder shall have to follow all the rules and regulations as per “Application of

employees’ provident fund and miscellaneous provisions ACT-1952”.or latest.

Signature of contractor.

Rajkot Municipal Corporation(RMC)

PRE–QUALIFICATION BID

NAME OF WORK :-

Package-4- Construction Work of 875 EWS-II Type Affordable Housing Project along with

Infrastructure at TPS-16, FP No 21-A & FP No 21/B Under “PRADHAN MANTRI AAVAS YOJNA-2.0”,

City Engineer - [Avas]

Rajkot Municipal Corporation (RMC)

Krishnanagar City Civic Centre

Guruprasad Chowk, Near Doshi Hospital,

Gondal Road, Dist: Rajkot- 360

PHONE NO: (0281)

PRE–QUALIFICATION BID

Package-4- Construction Work of 875 EWS-II Type Affordable Housing Project along with

Infrastructure at TPS-16, FP No 21-A & FP No 21/B Under “PRADHAN MANTRI AAVAS YOJNA-

Implementation by:

RAJKOT MUNICIPAL CORPORATION

State: - Gujarat

1. Introduction

3. Engineer-in-charge

4. Name of work

5. Location of work & site information

6. Scope of Work

7. Salient features of proposed work

8. Program of works Under Project

9. Conditions of contract

10. Instructions to Applicants

11. Special conditions of Contract

12. Mode of Evolution

A. Pre-Qualification application

B. Structure and organization

C. Financial Statement

D. Details of Personnel with the applicant

E. Plant & Equipments proposed to deployed by the applicant

Experience : Relevant (Building works) project in Progress

Experience: Relevant (Building works) Completed Project.

Details of litigation

Additional Information

G. PROJECT INFORMATION

1.0 INTRODUCTION

Documents for contractor’s pre-qualification are invited for project namely Package-

4- Construction Work of 875 EWS-II Type Affordable Housing Project along with

Infrastructure at TPS-16, FP No 21-A & FP No 21/B Under “PRADHAN MANTRI

AAVAS YOJNA-2.0”, Rajkot.

The details of contract together with its probable estimated cost are given in

paragraph No. 4 hereunder. General contractors who wish to bid for the contract

should fill the two cover bid system in the manner set out in this document.The other

tender documents i.e. price bid with technical details will be opened subsequently

only to those parties selected by the employer as having necessary qualification /

suitability to perform the contract satisfactorily. Documents for pre-qualification bid

will be filled by the contractors having registered in Special Category-I Building with

“AA” class in State of Gujarat.

2.1 EMPLOYER’S REPRESENTATIVES

Name: City Engineer, RMC, Rajkot.

3.0 ENGINEERS IN CHARGE

[1] Name: - City Engineer - [Avas]

Rajkot Municipal Corporation (RMC)

Dist: Rajkot- 360

Phone No: (0281)

4.0 NAME OF WORK

Sr. Name of work Tentative Estimated Time limit in

No. Cost Months

1. Package-4- Construction Work of 875 EWS-II Type Rs. (30)

Affordable Housing Project along with 113,61,20,111.00 months

Infrastructure at TPS-16, FP No 21-A & FP No 21/B

Under “PRADHAN MANTRI AAVAS YOJNA-2.0”,

5.0 LOCATION OF WORK AND SITE INFORMATION

The proposed construction work is to be carried out as shown below:

Package-4- Construction Work of 875 EWS-II Type Affordable Housing Project along

with Infrastructure at TPS-16, FP No 21-A & FP No 21/B Under “PRADHAN MANTRI

AAVAS YOJNA-2.0”, Rajkot.

6.0 SCOPE OF WORK

The scope of work involves construction of Civil, Plumbing, Electrical work, Fire fighting,

Lift (Elevator) & Generator (D.G.Set). List of work is as mentioned below.

1. Agency has to preparing the Structural designs of project from RMC Licence holder

St.engineer.(Prepare complete structural design, structural drawing for foundation, super

structure and for other related structures in the housing pocket i.e. UGRs, pump houses

etc. to be provided in this housing scheme as per provision contained in latest IS code/

relevant codes.) and proof checking of the Structural designs by PMC.

2. RCC frame structure, AAC Block, brick masonry, Inside & Outside plaster, doors & windows

of wooden / aluminum section, all electrification, Lift, Rain water harvesting, Rcc Road &

Paver Block Work, External & Internal sanitary & Water supply arrangement, Tree

plantation, Fire fighting system, Compound wall,Entrance gate with security cabin etc. or

all work suggested by the Engineer in-charge.if the item as a extra items are done at site

the amount of this items are paid as per either rate shown in schedule or RMC sor ( if in

RMC sor such items are not available in this case rate should be paid by other government

SOR or if such items not finding in any government SOR rate should be paid by market rate

3. Building work Parking/Ground + ( 9 & 14) Stories

4. Drainage work

5. Water supply work

8. Rain Water harvesting

9. Tree Plantation (Up to 6 Months Maintenance After completion of project without any

10. Internal Electrification

11. Lift with Electrical work (Duplex or triplex type) with 3 years Maintenance (After

completion of project without any extra payment)

12. External Electrification

13. Fire Fighting System

14. Compound wall

15. Other works suggested by PMC/RMC.

16. The agency shall be responsible for making the safety drawings as well as getting the NOC

3. Construction includes construction and finishing of the flats complete as well as related

structure in this housing pocket as per drawings, details & specifications provided by

PMC/RMC.(All attached Drawings in Tender are only for tender purpose,Layout,Elevation

may be change at the time of work Execution)

4. Planning, providing, executing and completing internal / external services i.e. sanitary

work, water supply work, drainage system etc.complete for the building & site

development including all pipes, its fittings, testing etc.complete.

5. Setting of testing lab at site, equipped with apparatus needed for testing during

construction as per the list of laboratory equipments annexed with the NIT. 70% of the

material shall be tested on site,20% shall be tested in govt. approved lab and 10% shall be

tested in govt. lab.

6. Taking all precautionary measure to safeguard against any accident for the contractors

employees, general public, supervisory staff of RMC by providing necessary safety

equipments, helmets and MS sheet barricading etc. at work site. The site has to be kept

clean all the time of all debris, rubbish, dirt & surplus/waste material.

7. De-silting will also be done by the agency before handing over the completed housing

pocket to RMC. All machine, equipment and labour for this purpose will be arranged by

8. The contractor will submit the schedule containing the quantities of items, & specifications

(Two sets) with technical bid.

9. The Contractor will submit the model for layout of the project specifying details provided

in layout along with in the tender documents in one month from stipulated date of start.

He will also submit a model of modules of houses specifying all floors and its adjoining

area. The scale of module shall be 1:500 for layout plant and 1:100 for dwelling unit as per

instruction of Site Incharge without any extra cost.

10. Contractor will erect batch mix plant (minimum 30 cum/hr) fully automatic, computerized

for preparation of Design mix concrete as per IS code at his own cost and will prepare all

concrete accordingly.

11. Internal & external electrification work as per specification given in the tender document,

drawings & directions of RMC as per scope of work & specifications appended with the NIT

which includes L T supply, water supply arrangement, fire-fighting, lifts and DG sets, for

both the interior and exterior of buildings.

12. Agency has to obtain labour licensee from Gujarat labour welfare board.

13. Structure Defect liability period would be uniformly ten (10) years from the date of

completion of the project in all respect & fit for occupation. However maintenance of lift

would be 3 (Three) years (3 year maintenance contract document to be submitted to RMC

after completion date of project.) and maintenance of all building defects would be

uniformly 4 (Four) years, such as cleaning, sweeping of pocket & de-silting of sewer lines,

S.W. Drain shall be done only once prior to handing over the respective pocket. The

maintenance will be only limited to removal of defects noticed in the works carried out by

the agency during defect liability period.

14. The scope as described above is only indicative and not exhaustive. In additions to the

above the contractor shall be responsible for executing all the items required for

completing the houses in all respect to make the dwelling units habitable and ready for

occupation and also all services, make the environment fit for habitation with electrical,

horticultural, rain water harvesting works complete as per direction of the PMC / RMC.

15. The above scope of work includes cost of all materials, manpower, equipments, T&P

fixtures, accessories, royalties, taxes, watch & ward, and all other essential elements for

completion and maintenance of works as aforesaid whatsoever the approval accorded by

RMC before acceptance of tender is only for tender evaluation. Any change, modification,

revision etc. required to be done by RMC, proof consultants etc. in accordance with

applicable standards and tender document will have to be done at contractor’s cost and

nothing extra shall be payable.

16. Stipulated time limit, to complete the entire work fit for habitation is as per Tender notice.

Time limit starts from Date of clear possession of site.

17. Debris,garbage, dirt and any type of deposited soil on site will have to be Remove by

Agency on own cost and laying as per instruction of site incharge of the PMC / RMC.

18. Project facilities: One brand new vehicle (1200CC+ with A.C) shall be provided to the City

Engineeer (Housing) within 10 days of the work order.If car is not handed over within

days Rs.1500/- per day will be recovered from 1st R.A.Bill as a penalty up to the day of

handover. All expenses required for keeping the vehicles in smooth running conditions

such as fuel, lubrication oil & other consumable, necessary service & maintenance, drivers

having valid license, repairs & replacement etc. are to be met by the contractor. In the

event of any vehicle being off the road for maintenance or on account of break down, the

contractor shall provide substitute vehicle immediately. If the contractor at any time fails

to provide vehicle or substitute vehicle as specified above an amount of Rs.500/- per day

or part thereof for vehicle shall be debited to the contractor’s account. All necessary taxes

for operating the vehicles shall be fully paid & all necessary papers shall be provided as

required by prevailing motor vehicles Act. With comprehensive insurance cover for the

vehicles. The vehicle will be at dipositel of Director (Projects) and will be used at for any

work of RMC. The vehicle will be run about 24000 km/ Year including day & night/

Sundays/ holidays. Vehicle facility are up to 6 Months after Completion of Project.

19. Driver is to be supplied by contractor for car if driver is absent actual expenditure incurred

by RMC, will be recovered from R.A. Bill.

20. Contractor is supposed to manage for diesel properly. However in case if it is not

maintained properly and is diesel is to be paid by RMC officer, Same will have to be

recouped in first week of next month with 5000 Rs. penalty per one month delay.

21. Diesel pump account is preferable within 1 or 2 km. from RMC Office.

22. The agency shall be responsible for providing & fixing the electric meter (Single phase &

three phase) for all Du’s (Units) and common utilities and for Commercial Building

common three phase meter from PGVCL in the name of Rajkot Municipal Corporation.

paying all charges for the PGVCL as Instructed by RMC / PMC, Agency shall be responsible

for getting the Commercial connection and paying the all charges for the same. PGVCL

deposits / charges for Electric Meter & transformer charges etc. for common services shall

be borne by contractor. No extra payment shall be paid.

23. The contractor (agency) shall be responsible for paying the rent and minimum bill of electric

meter (PGVCL) for all Du’s and common meter after project completion date and 2 Months

till the possession of the building is given after the work is complete or Payment of the

electric meter (PGVCL) bills be are up to 6 Months after Lokarpan.

24. If the agency fails to fulfill the above mentioned requirement as per clause the amount shall

be deducted from the Security Deposit of the agency.

25. If any difference is found in the height of the building because of outer plaster, due to

change in any clause, Client will not be paid any extra amount for it.

26. Concealed Electrification work in whole site project, if any structural component in

concealed Electric work contractor should complete the work in casing capping wiring and

no any other cost paid by client. Agency may consider standard provisions as of now but

shall have to execute the work as Suggested by RMC & PMC during execution.

27. Internal wiring points in all Rooms will be as per instruction given by RMC/PMC.

28. The agency shall be responsible for the security of the houses after project completion date

to till the possession (2 Months) or project is handed over or till maximum 12 months.

29. The agency has to hand over the warranty certificate and maintenance manual of all the

manufactured, installed equipments (i.e. Submersible pump,LED Street Light &

Switchgear,etc.) to the newly formed body of the beneficiaries RMC/PMC in 3 Sets.

30. The Agency Complete the project work with discipline, when any misbeheviour shows from

agency or agency staff RMC stop all the activity at site and take penalty from agency.

31. The agency shall be make arrangement of Anganwadi/Education facility for the children of

labourers,manage Anganwadi neat & clean daily, Also nutritious meal once a day should be

provided to the children of Anganwadi.If any children of labourers shown at working site

RMC will stop all the activity at site and take penalty from agency.

32. The agency shall make arrangement for visit of doctor once a week for medical checkup and

providing medicines if required to site labour staff.

33. The Agency shall be provided site security staff and CCTV system compulsory for site of

project up to possession of Project,No extra payment paid by RMC for the same.

34. 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.

35. The Contractor must be build site offices and labour colony Before Stating the Work. And

maintain an office at the site for the accommodation of his agency and staff and such office

shall remain open at all reasonable hours to receive information, notices or other

communications. Agency has to built 10 x 10 ft office with all facility near batch mix plant.

36. Labour and supervisory Camps: Labour colony or camp not established in building structure

agency should provide Labour colony for labour staff far from buildings,No land will be

provided by the RMC to the Contractor for constructing his labour and supervisory camps

and other service facility. Contractor shall make his own arrangements outside the site

boundary. The agency shall be make arrangement of proper labour colony and sufficient

toilets for site workers and clean this area day to day properly.

37. Contractor has to provide well furnished two site office having area not less than 20 SMT

each with attached toilet for exclusive use of RMC and PMC separately for Project Team

with latest 2 Nos of Computer with 2 nos printer and 1TB External USB Harddrive,tables and

38. Agency should arrange Photographer,Granite Takti and video shooting for site Project

opening and Lokarpan No extra payment paid by RMC for the same.

39. Day to Day work progress photography done and maintain record for whole site till project

40. Agency liable to pay total PGVCL Charges including Electric pole, Main cable wire Transformer

to Building and all Du’s & Common Electric meter etc.Complete.

41, Agency liable to pay Total Fire Department Charges to Obtain Fire NOC from Rmc Fire Dept.

42. The developer/contractor should also maintain the following components (to be scrutinized

general planning and finishing should be such that enhances overall salability and livability.

Initial municipal/Local authority charges except development fees will not be charged. All

other fees and charges except deposit will be borne by the bidder. Fire safety norms shall be

followed as per GDCR by the competent authority) in the design as per the GDCR, town

planning norms & benchmarking standards set by the competent authority.

7.0 SALIENT FEATURES OF PROPOSED WORK

I. Name of work Package-4- Construction Work of 875 EWS-II Type

Affordable Housing Project along with Infrastructure

at TPS-16, FP No 21-A & FP No 21/B Under

“PRADHAN MANTRI AAVAS YOJNA-2.0”, Rajkot.

II. Location As per Para

III. No. of Floors Building work & Commercial Complex G/P + 9 &

IV. Type of Structure RCC frame structure with conventional brick or AAC

Blocks masonry walls.

V. Type of Foundation RCC type foundation.

VI. Design load As per IS code (Latest)

VII Electrification (A) Concealed type wiring by point wiring. (B).

VIII Plumbing Concealed Type

8.0 PROGRAM OF WORKSUNDER PROJECT

The Pre-Qualification process is common for all the bidders. The bidder will be eligible

forthis work depending upon the financial capacity and the bid capacity. This work of

‘Package-4- Construction Work of 875 EWS-II Type Affordable Housing Project along

with Infrastructure at TPS-16, FP No 21-A & FP No 21/B Under “PRADHAN MANTRI

AAVAS YOJNA-2.0”, Rajkot.’ is to be submitted by the bidder along with the Pre-

Qualification document.

The Pre-Qualification document will be opened and submitted to the City engineer (sp)

RMC. They will be final authority in this regard. All bidders have to pay the payment of

fees Rs.23,500/- towards the cost of documents. The Price Bid of these bidders who will

qualify in prequalification shall be opened on date and time notified to them. And the

same will be opened online in the presence of the City Engineer (SP) at RMCoffice in the

presence of Pre-Qualified bidder or their authorized representatives.

All rights are reserved with the RMC for deciding Pre-Qualification of bidders and regarding

acceptance of the price bids also. No claim on this account will be entertained. The

program of work for of Package-4- Construction Work of 875 EWS-II Type Affordable

Housing Project along with Infrastructure at TPS-16, FP No 21-A & FP No 21/B Under

“PRADHAN MANTRI AAVAS YOJNA-2.0”, Rajkot.

this tenders is follows :-

Tender size Call of Tender Award of Contract Time Limit

For Civil work & Submission of Validity period of Tender 30 months from

Mentioned Scope two bid offer is the date of issue

of Work. 180 days from the last date of order to start

of submission bid the work

9.0 CONDITIONS OF CONTRACT

Conditions of contract will be as per standard documents i.e. B-1 Tender form and other

additional special & modified conditions as needed to suit the local condition.

All designs and work will confirm to the latest Indian standards codes relating to building

operations or other applicable standards mentioned in the contract document or

approved by the Engineer-in-charge. The Detail drawings for the execution of work will be

issued by RMC/Consultant on the demand of Agency.

The law governing the contract will be the Indian law.

10.0 INSTRUCTIONS TO APPLICANTS

10.1 A Bidder may be pre-qualified for the works under this tender if the requisite technical,

financial and experience criteria are fulfilled.

10.2 SUBMISSION OF BIDS

10.4.1 Earnest money deposit Rs. 1,13,61,201.00 (One percent of the estimated cost) Put to

tender in form of Demand Draft/FDR/BG with a validity period of not less than 06 (six)

months issued by the Nationalized Bank or Scheduled Bank (except Co-operative Bank)

must accompany the pre-qualification bid only. The pre-qualification bid not

accompanying with the requisite Earnest Money Deposit shall be out rightly rejected.

Contractor should submit the Tender fee & EMD (in form of Demand Draft/Banker’s

cheque/Bank gaurantee should be in favour of Rajkot Municipal Corporation,Rajkot) in

physical and send the same by RPAD / Speed post to the City Engineer (SP), RMC, Rajkot in

seal cover duly subscribing the name of work with physical submission during office hours.

10.4.2 For INITIAL SCREENING CRITERIA following documents are required. The bidders failed to

produce the mentioned documents, will be rejected for further prequalification process.

a. Valid “AA” class registration certificate of GOVT of GUJARAT

b. Special building Category-1 certificate of GOVT of GUJARAT

c. Valid Solvency certificate amounting not less than 20% of Estimated Amount,It

should be from Nationalized Bank.

d. Tender fees (DD)

e. EMD @ 1% of tender cost (DD/FDR/BG)

f. Required Experience Certificates

g. Required Documents for Turn over

h. Working Capital and ABC calculation approved by C.A.

i. List of works on hand.

j. Partnership Deed.

k. Valid power of attorney (if applicable).

l, EPF & ESIC Registration is compulsory.

m, Declaration of Non Black listed from Govt. & semi Govt.works Affeditive on Rs.

300/- Stamp Paper.

n, Proffessional tax receipt of current year

10.5 The costs incurred by the Bidders in making this offer, in providing clarification or

attending discussion, conferences or site visits will not be reimbursed by the Employer or

the Engineer-in-charge.

10.7 LANGUAGE TO BE USED

The language for submission of bid should be English or Gujarati any One.

10.8 The enclosed schedules should be filled in completely and all questions should be

answered, if any particular query is not relevant it should be stated as “NOT APPLICABLE”.

10.9 Financial data, project costs, value of works etc. should be given in Indian rupees only.

10.10 For any queries/ clarification, Pre-bid meeting has been arranged. Concerned person at

RMC can be also contacted. It is desirable to send all the queries two days prior the Pre-bid

10.11 If the application is made by a proprietary firm, it shall be signed by the proprietor along with

his name and firm’s name with its permanent address.

10.12 If the application is made by a firm in partnership, it shall be signed by all the partners of the

firm, along with their names and current addresses or by a partner holding the power of

attorney of the firm by signing of the application in which a certified copy of power of attorney

shall accompany the application. A certified copy of the partnership deed, current address of

the firm along with the names, current address of all the partners of the firm shall also

accompany the application.

10.13 If the application is made by limited company or a limited corporation, it shall be signed by a

duly authorized person holding the power of attorney for signing the application, a certified

copy of the power of attorney shall accompany the application. Such limited company or

corporation will be required to furnish satisfactory evidence of its existence before the

contract is awarded.

10.14 The information furnished must be sufficient to show that the applicant (along with the all

parties) is a capable in all respects to successfully complete the envisaged contract works

strictly on the basis of the applicant, (along with all parties) having already carried out

satisfactorily works of similar size nature and complexity.

10.15 The bidder while submitting the pre-qualification bid for the works shall be required to

provide satisfactory evidence in respect of the information furnished by them in their

application for pre-qualification regarding their structure and organization, financial

position/arrangement, resources of the firm, including personnel and equipment, experience

as well as works on hand etc. The applicant’s attention is explicitly drawn to the fact that

even after the prequalification of potential bidders has already carried out, all bidders shall

include statement of the change that may have occurred since pre-qualification with

particular reference to the various items listed above and that further price bid will be

opened to successful Bidders only on the basis of careful scrutiny of all above information

furnished by the applicant. All the above required documents will be required to submit in

soft copy (Scanned copy) with E-Tendering or submit hard hard copy at the time of physical

10.16 The applicant is expected to have visited the project site before submitting pre-qualification

bid and tender documents. No cost for any clarification or visit to site etc.will be reimbursed

by the employer.

10.17 While submitting the schedule duly filled, enclose the latest copies of brochures and

prequalification documentation giving more information about the firm and all the members

through scanned (soft) copy only along with E-tendering.

11.0 SPECIAL CONDITIONS OF CONTRACT

1. SBC & Total Station for lay out of the plot to be carried out by the contractor

without any cost.

2. Attached Architectural Drawings are only for tender purpose.Attached Architect

Drawings are may be vary as per site situation or any changes during construction.

3. Subletting work is not allowed.

4. Star Rate not applicable only Price variation of material are applicable.

5. Consider cement Mortar in case of Lime Mortar in General Conditions.

6. If required RMC plant must be at site or nearer to site with consent of City

Engineer & will not be allowed to supply the concrete mix to others during

Execution period of this project.

7. Contractor shall be responsible to submit “As Built Drawings” verified & checked

by PMC of all completed works such as Structure, Fire-Fighting, Water Supply

Network, Drainage Network, External & Internal Electric Work, Internal Plumbing

Works, Gas Connection Network etc. before producing the final bill in soft copy

(Auto CAD format) as well as in hard copy in 4 sets duly signed and stamped by

Structure Engineer (for structure design & drawings)

8. Clause: 25 will remain continue.(Private arbitration will not be considered)

9. Maintenance/Repairing for the entire Premises to be managed by contractor for

up to minimum for 4 (Four) years after completion of project. No extra payment

paid by RMC for the same.

10. For proper Maintenance & Cleaning of premises, one in charge/supervisor must be

deployed & will be responsible for attending & resolving all the complaints timely.

11. Contractor has to provide project schedule (within 20 days) he is suppose to follow

same (in M.S Project/ Primavera soft ware).

12. All the Material to be used in the Project must be approved by RMC/PMC/In

charge Engineer before commencing the work.

13. RMC/PMC Team will be appointed for Day to Day supervision & Quality Check.

14. Contractor is Responsible for any instruction given by Vigilence officer for

conducting test at site during construction and as per instructions do all test

without any extra cost.

15. Contractor has to establish the Testing Lab at site as per norms.If required

necessary test will be carried out in the Government Approved Lab/Govt.Lab. This

expense will be borne by contractor.

16. Mix design will have to be approved before commencing work by PMC/RMC

17. Contractor is supposed to co-ordinate/follow up to get the BU Permission & other

official compliances.

18. The Maintenance period will be considered from the date of B U Permission/Date

of work completion.

19. Contractor has to provide two or more Any Size Project Hoardings with frame

work size (8’.00’’ x 6’.00’’) as per instruction/Approval from RMC/PMC when

project work starts without any cost.

20. Contractor has to provide flat numbers-name plate of each flat with list of flat

holders at G.F.on Wall on Special board and Provide Flat numbers at each and

every flat Entry Door, every building Name and number with all Instructions at

parking level for Beneficiery without any cost.

21. Contractor has to provide Signage Stickers as per instructions of Fire Department

for getting Fire NOC from RMC Fire Department.

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

23. Contractor has to use good shuttering material for the project,Use Fresh Plywood

form work used for Column & Beam span and for slab Steel/Wooden props as per

instruction of Engineer incharge.

24. Contractor has to take contractors all risk policy & workman compensation

policies of the project & should be effective up to handing over the possession. If

case of any Incident i.e. fatal Accident that occurs at site, complete responsibility

will be of the Contractor.

25. A resident Senior Engineer is supposed to be available by the Contractor at site

during all working hours/days & he is fully responsible for any decision, discussion,

Co-ordination with consultants related to work. Conversant senior responsible

resident engineer lab assistant with required labor will have to be made always

available for testing work in field laboratory. Residential Engineer will be

responsible for dealing discussion planning, monitoring, informing etc. work with

project monitoring agency if RMC/PMC complaints for poor cooperation in this

regards, action can be decided by RMC in the interest work, up to and of work.

26. Agency has to complete the project in Tender Time limit if Agency not complete

the project in Tender Time limit All appointed PMC staff payment paid separately

by agency,After completion of project PMC staff present for 6 months for

supervise the maintenance or Repairing work, If any Repairing work not

satisfactory complete by Agency with in 6 months the charge of PMC staff above

months charges borne by agency and as per decision from site in charge/City

27. Operation & Maintenance period shall be 4 years from the date of issue of

completion certificate of the project for the following services or items:

(Submersible pump,Solar panel system,Street lights, Common lights (LED

lights),Underground Storm water drainage and External Sewerage Network,

External water supply,UG Tanks, Overhead Water Tanks Roads and pavers)

(Without any cost)

28. For water proofing work carring out from standard water proofing agency and

contractor give 5 years guarantee bond on stamp paper.In case leakage found at

toilets,terrace,water tanks etc.contractor repairs all leakages with replaced all

demage materials and complete as a new without any cost.

29. It is mandatory for Contractor to get GRIHA or IGBC rating (Green Building

Certificate) before producing the Final Bill.

30. Rules and regulations for EPF & ESIC will be strictly followed,in case of violating the

rules penalty will be levied from Contractor’s R.A.Bill.

31. Each bidder is required to have ESI and EPF registration as well as be bound by

32. Bank's Bank Guarantee, FDR or DD will be accepted for EMD, SD and Performance

bond as per the GR number EMD/10/2019/50/DMO dated on 01/11/2019 of the

Government. And all changes to the rules made by the Government shall be

binding to all.

33. As Rajkot Municipal Corporation is autonomous body all decisions taken in the

interest of the RMC shall be binding to each bidder.

34. Contractor shall be responsible to get all the NOC’s before final bill including all the

liaison work with related department/charges/expenses for erection of batch mix

plant, and any other related/required to the building completion and occupancy

certificate.However,contractor has to pay the charges/expense to get the NOC’s of

Environment clearance & Airport authority ,To obtain Green Building certificate

(GRIHA) or IGBC is mandatory, electrical,Lift Inspection Certificate,Fire fighting

NOC,RERA ,GSPC (Gujarat gas Connection Charges for all du’s) Total cost related to

this shall be borne by the contractor (agency).

35. Contractor shall be responsible for getting Insurance for Project’s all Building (up

to 15 Years)as per GDCR to get Completion Certificate of Project. Total Charges

shall be borne by the agency.

36. Maintenance system (Without any cost)

Contractor is suppose to maintain the campus and building units from all the Para

meter like up to 12 months from completion of project.

1. Security for 24 Hours

2. Operation of bores for water supply system all the time.

3. Maintenance of gardens, cleaning of campus.

4. Collecting and disposal of garbage from all the units including common

primacies once in morning everyday.

5. Sweeping and wiping with wet clothes must be done once in a week.

• After completion of project contractor has to give performance bond (5%

of actual project cost).The S.D of 5% shall be converted in Bank Guarantee

[which should be valid up to completion of defect liability period] 2.5% will

be disbursed after four years following completion of the project. An

additional 2.0% will be released five years after project completion. The

remaining 0.5% will be paid at the conclusion of ten years.

37. The surplus for all excavated stuff shall be disposed up to all lead & lift including

stacking, spreading & levelingas per instruction of RMC/PMC.

38. Mile Stone for Completion of Project.

In case of Failure without any reason decide by RMC, Penalty as below.

Mile Stone for completion Time Period If failed, Penalty per

1 Up to Plinth Stage 9 Months from Issue of Work 4Lacs/ floor

2 Complete RCC Work (RCC 21 Months from Issue of 2 Lacs/ floor

up to Terrace floor) Work Order

3 Total Completion 30 Months from 0.10% of Contract

including infrastructure Issue of Work Order Value per day/ Max.

10% contract value

13.0 OTHER REQUIREMENTS

b. LITIGATION HISTORY

The applicant should provide accurate information on litigation and/or arbitration

resulting from Contracts completed or under execution by him over the last Seven

years. A consistent history of arbitration awards / judgments against the applicant or

any partner of a joint venture may result in disqualification for proposed work. If the

details of Litigation History is hidden by the applicant and later on it comes to

knowledge of the employer the bidder shall be disqualified for the proposed work and

other appropriate actions shall be taken against the bidder.

Even though the Applicants meet the above criteria, they are subject to be disqualified

if they have made misleading or false representation in the form, statement and

attachments submitted and/or a record of poor performance such as abandoning the

work, not properly completing the work, not properly completing the contract, delays

in completion, litigation history, financial failure etc.

c. MACHINERY / EQUIPMENT

Bidder shall have to assure availability of machinery / equipments in working condition

as per Appendix- B. If bidder fails to provide proof of assured availability of required

machinery, he will be disqualified for the proposed work. Machinery ownership

document or lease / hire agreement for the work under tender shall be considered as

valid proof for assured availability.

➢ Building works

Sr. No. Equipment type & Characteristic Minimum required

1 Fully automatic RMC batching plant (capacity 30 1 No.

cum/hr) with pumping facility (if suggested)

2 Transit mixture with capacity not less than 5 Cum 5 Nos.

1 Concrete mixture machine with Weigh 5 Nos.

batch/Digital Concrete mixture machine

3 J.C.B. or Hitachi excavator with Rock Breaker 2 Nos.

4 Goods cum Lift for minimum capacity of 300 Kg. 5 Nos.

5 Shuttering (FreshPlywood formwork) For RCC 5000 Sq.mt.

6 Steel/Wooden props (with accessories) 10000 Nos.

7 Extended span or beams with accessories -

8 Vibrator (Needle) + Surface vibrator (Operating 10 Nos.

with electricity) + Diesel vibrator (1+1 nos)

9 Soil Compactor 5 Nos.

10 Thermo meter 5 Nos.

11 Water Tanker 10000 liter cap. 5 Nos.

12 Trucks / Dumpers 5 Nos.

13 Standard Testing Laboratory (As prescribed) As per Annexure-I.

14 Pump & Motor 3 Set

15 Generator 3 Set

If tenderer have not sufficient Equipment they should be provide/higher before

start the work and after take permission of RMC/PMC site in charge

d. BIDDING IN E-TENDERING

i. Submission of application must be through online e-tendering i.e. Electronic from.

ii. Bidders shall have to submit the bid in E-Tendering form only.

iii. Bids of those bidders who have submitted all information, statistical details as required

in the bid documents through E-tendering will only be considered. If the employer

desires any clarification, for verification / clarification, ambiguity or difference found in

the documents / statistical details submitted online (by E-Tendering) by the bidder the

same shall be furnished within stipulated time otherwise further processing will be

carried out in absence of above and the bidders shall be liable for any consequence.

e. SUBMISSION OF DOCUMENTS

i. Following documents/papers shall form part of the bid.

1. ABC Calculation, Working Capital and Annual turnover certificates, issued by chartered

accountant for last seven financial years.

2. Form-3A issued by employer to substantiate successful experience of similar work.

When employer of similar work is not a government, following need also to be

3. a. Form duly signed by bidder, Engineer & CA

b. Commencement letter of the approved project by competent

Authoritylike,RMC etc.

c. Duly attested copy of Work Order

d. Duly attested copy of agreement

e. Duly attested copy of Completion certificate

f. Duly attested copy of Final Bill

g. Duly attested copy of TDS certificates

4 a. Existing commitments and ongoing works as per Schedule-E.

b. Nominated Electrical sub contractor as per Annexure-(A) of Electric work

Details volume-III(C).

5. Litigation/Arbitration history Schedule-G.

6. Proof of assured availability of required Machinery / equipment

7. An undertaking for truthfulness of information furnished

8. Any type of Certificate or Detail Demand by RMC.

ii. Any information, data, statistics etc. which are not related to bid document will not be

considered in evaluation even though furnished by the applicant.

i. In accordance with stipulation of Para 3d (iii) Employer reserves the right to call any

information / document which is mandatory, essential and critical for the purpose of

evaluation. Any information provided by the applicant after last date of Electronic

submission will not be considered in evaluation, unless except the employer has

specifically asked for any information / document, which is mandatory, essential and

critical for evaluation of PQ document. If required information is not furnished within

stipulated time, proposal will be liable for rejection.

ii. If any of the information provided by the bidder is found false during scrutiny or at the

later stage, he shall be disqualified for the proposed work. If any of the information

provided by the bidder is found false after award of work, the contract shall be

(B) Site Laboratory:

Contractor shall have to provide site laboratory and Quality Control Engineer at his own

expenses to carry out field test (ANNEXURE-2).

For this purpose a laboratory building measuring 25 Sq.mt. shall be constructed by the

contractor which shall have necessary facility of light, water etc.

1) The above information may be furnished for each machinery and equipment listed

2) The location of machinery should be furnished in detail

i.e. (i) Site of work (ii) Own Workshop (iii) Other places

3) The documents regarding ownership of machinery / equipment and Self attested copies

of hire purchase agreement if it must be enclosed and for to be procured the copy of

work order placed shall be furnished.

If leased indicated the date when the current lease expires.

4) Describe the fabrication and workshop facilities (a) to be set up at site (b) to be sub

contracted locally (c) to be set up any other place with relevant details.

(5) The above information shall be supported with necessary documents otherwise, the same

shall be treated as null & void.

PRE-QUALIFICATION APPLICATION

Name of Work: Package-4- Construction Work of 875 EWS-II Type Affordable Housing

Project along with Infrastructure at TPS-16, FP No 21-A & FP No 21/B

Under “PRADHAN MANTRI AAVAS YOJNA-2.0”, Rajkot.

Having examined the pre-qualification documents including scope of works & time

frame of construction, we hereby submit all the necessary information & relevant

documents for pre-qualifying us for bidding for (the above mentioned works).

The application is made by us on behalf of______________________________________in

the capacity of_______________________________________ duly authorized to submit

The necessary evidence admissible in law in respects of authority assigned to us on

behalf of the firms for applying and for completion of the contract documents is attached

It is certified that the information furnished in these documents is authentic.

We undersigned accept that Employer (Govt.) reserves the right to reject any or all

applications without assigning any reasons.

Date : Signature of Applicant

Name in Brackets including

Title & Capacity in which

Application is made

[1] Schedule duly filled in the prescribed form with supporting documents.

[2] Evidence of authority to sign.

[3] Latest brochures

[4] Required E.M.D. & tender fee in form of DD

DECLARATION / UNDERTAKING

1. I / We agree that the decision of the RMC, Rajkot hereby referred as Client in selection

of Applicants / Contractor, phasing of works and in any other Project related matter,

will be final and bidding to me / us.

2. All the information and date finished herewith are correct to my / our best of

3. I / We agree that we have no objection if inquiries are made about our works, its

related areas and any other inquiry regarding all details, projects and works listed by us

in the Pre-Qualification document.

4. I / We also understand that furnishing of wrong information or hiding of any

information shall be a cause for disqualification.

Date : Signature with Seal of the Company

PROJECT INFORMATION

PROJECT INFORMATION

1.0 INTRODUCTION

Bids from contractors forqualification are invited for a project of Package-4-

Construction Work of 875 EWS-II Type Affordable Housing Project along with

Infrastructure at TPS-16, FP No 21-A & FP No 21/B Under “PRADHAN MANTRI AAVAS

YOJNA-2.0”, Rajkot.

The details of contract sub-section together with its estimated costs are given

General contractors, backed-up specialists, joint venture or consortium who

wishes to bid for this contract, should apply for qualification in the manner

set out in this document. The other tender documents will be opened

subsequently only of those parties selected by the employers, as having

necessary qualification, suitability to perform the contract satisfactorily.

Tender documents for technical bid along with "Price Bid" shall be available on

line to Contractors / Firms. Contractors Registered in Sp. Cat-I (Bldg) with"AA"

Class in Gujarat State.

(A) TEMPERATURE

The project road lies in the State of Gujarat. This state is situated in western

part of India and hassemi arid climate. Refer Index. Map. Large part of the

state lies between 350 C and isotherms. May is the hottest month and January

the coldest. The isotherm generally run east west and the temperature

increase steadily as one moves southwards.

Gujarat receives most of its rainfall from the south-west monsoon between

June and Octomber with maximum intensity generally in July and August. The

monsoon arrives earlier in the south and east and last longer than in the

northwest. Hence the rainfall intensity ranges from over 2400 mm in the

southwest to less than 250mm in the extreme west. Some depressions and

cyclones in the Arabian Sea which move across the coastal area sometimes

bring rains and strong winds in the months of April to June and October to

The State can be divided into four different rainfall Zones:-

(i) Areas with more than 1000mm rainfall include the district of Valsad, Navsari,

Dangs, Surat and the eastern parts of Vadodara with Rajpipla Hills.

(ii) Areas receiving rainfall between 800mm and 1000mm include Panchmahals,

Vadodara, Kheda and part of Rajkot,

(iii) Areas having rainfall between 400mm and 800mm include Saurashtra and

areas north of Rajkot.

(iv) Areas receiving less than 400mm rainfall include Kachchh, Banaskantha and

Coastal Jamnagar.

The relative humidity in all parts of the State, with the exception of the coastal

areas, is low in the summer the relative humidity varies from 75 and

percent in winter from 40 to 50 percent. The coastal areas, on the other hand,

have moderately high humidity all the year round with a maximum in the

summer months reaching as high as 90 percent.

Narmada River&Tapi River are the major rivers (perennial) in the south of the

state which serve as the main water source.

Gujarat is located in western side of the India and bounder by the State of

Rajasthan in the north, Madhya Pradesh in east and Maharashtra in south. It

has also an international border with Pakistan on its northern length of about

360 Km. The state of Gujarat covers a total area of 195514 Sq.Km. and is

situated between 20''06'' to 24''42''.North latitude and 68 10'' to 74 24'' East

longitude. The state has the longest coastline in the country measuring about

1600 Km. along western part of India extending from Lakhpat in North to

Daman in the south.

The state is divided into five major physiographic divisions,

(i) The Alluvial Plains, extend in North Gujarat to Bulsar in the south and

westward to the little Rann and Banni area of Kachchh.

(ii) The Eastern hilly tract lies between the altitude of 300 – 1400 m and forms a

(iii) Uplands of Kachchh and Saurashtra consist of sandstone shale and basalt rock

with elevations of about 150-500 m sloping readily towards the coast. The

Girnar hill forest is at an elevation 1117 m.

(iv) The low-laying coastal tract randes in elevation from 3.285 m. surrounding the

Kachchh and Saurashtra uplands. These low laying areas extend from Rann of

Kachchh to little Rann of Kachchh and to the low laying delta region of Bhadar,

Nhogavo, Mahl, Dhadar, Narmada and Tapi rivers.

(v) The Marshy to saline desert of Rann of Kachchh and little Rann of Kachchh

extend into the saline Tracts around the Gulf of Cambay. This vast expands of

salt mixed with clay is devoid of any vegetation or habitation.

Soil Characteristics

The soils of Gujarat state can be classified into Black Cotton Soils. Alluvial

Soils,Saline Alkaline Soils and Desert Soils.

a) Black Soils :- The black soils are either medium black or deep black

i) Medium Black Soil: - Medium black soils are found in Saurashtra some parts

of Sabarkantha and Panchmahal district, south west of Rajkot and parts of

Vadodara and Kachchh district. This soil type is not so deep. Soil textures clay

loam to cleyey.

(ii) Deep Black Soil :-

The deep black soil are found in the district of Vadodara, Godhra, Surat,

Navsari and Valsad. Soil depth varies from less than one meter to as deep as

six meters. These soils have very heavy clay content.

(b) Alluvial Soils :-

These soils in Gujarat are formed due to silting by Indus river system. These

soils occur through Banaskantha district and the greater part of Mehsana and

Sabarkantha. Rajkot, Kheda district. Further more alluvial soils also occur in

the northern part of state along the sea coast except in Vadodara, Surat and

Valsad district.

(c) Saline - Alkaline Soils :-

This soils are found in “Bhal Tract” of Bhavnagar, Rajkot and Kheda district and

also in southern part of state along the sea coast except in Vadodara, Surat

and Valsad district. Saline soil is also found in portions Kachchh. Mehsana and

Banaskantha district due to less rain fall and high evaporation.

(d) Desert Soils :-

These are mainly found in Rann of Kachchh (Northern and north – eastern

(e) Earthquake Zone :-

The District of Kachchh comes under the Zone-5 of the earth quake where as

district of Saurashtra comes under Zone-3 & Zone-4. The part of Vadodara

district comes under Zone-4 where as other district of Gujarat comes under

Zone-3. Since the district of Kachchh and some district of Saurashtra, part of

Vadodara district comes under Earth quake Zones of moderate intensity,

necessary precautions are to be taken for the construction works.

(F) ACCESS TO SITE

Gandhinagar the state capital is about 950 Km. from the National Capital

(New Delhi). The state is accessible by road, rail and air from the National

capital as well as from other metropolitan cities of the country. The main

arterial highway traversing through this state is NH-8 linking Delhi to Mumbai.

It enters the state from Rajasthan near Shamlaji and touches important towns

of Rajkot and Vadodara and enters into Maharashtra from its southern

border. The off shoots NH-8-A, 8B & 8C from NH-18 penetrate right up to

western coastline.

Rajkot is situated in Middle part of the Gujarat State. It can be accessed

through N.H. No. 8 from Narol Junction. Rajkot is also joined with other parts

of the state and country with broad gauge rail line i.e. Mumbai – Rajkot route

of Western Railway. The nearest airport for Rajkot is Rajkot airport which is

about 4 Km.away.

(G) ROAD TRANSPORT FACILITIES

Passenger road transport in the state is mainly provided by Gujarat State

Transport Corporation, a state Government undertaking goods transport

operation is with the private sector.

(H) COMMUNICATION FACILITIES

The communication facilities in the State consist of post, telegraph, telex and

fax. These facilities are provided by the Post and Telegraph Department of

Government of India. Besides private sector operated courier, fax and other

similar services are available. Both these Government and private facilities

exist in all important cities of the state.

(I) MEDICAL FACILITIES

All the important cities have full fledged Government Medical Hospitals

besides private clinics and nursing homes etc.

(J) PROJECT LAYOUT

Project layout for the contracts is given in the Index Map.

(K) Expected Construction Period

Expected constructionperiod of contracts is 30 (Thirty) Months from the date

of award of contract.

(L) FACILITY AND SERVICES PROVIDED BY THE EMPLOYER

Free access to the work sites will be assured by the Employer for expected

Special Conditions of the Contract

1.0 Condition for Cement:

1.1 Cement required for the work shall be procured by the contractor.

The contractor shall procure, Ordinary Portland Cement (53 grade conforming to IS:

12269) for Concrete Works.This procurement shall be from reputed manufacturers of

cement having a production capacity of one million tons per annum or more as

approved by Ministry of Industry, Government of India and holding license to use IS

certification make for their product whose name shall be got approved from

RMC/PMC. Supply of cement shall be taken in 50 Kg. bags or in factory sealed bulcker

bearing manufacturer’s name or his registered trademark, if any and grade and type of

cement as well as IS marking.

1.2 The account of daily receipt and issue of cement shall be maintained in a register in

the prescribed Performa and signed daily by the contractor or his authorized agent in

token of its correctness.

1.3 Samples of cement arranged by the contractor shall be taken by the RMC/PMC and

got tested in accordance with provisions of relevant BIS Code. In case test results

indicate that the cement arranged by the contractor does not conform to the relevant

BIS codes the same shall stand rejected and shall be removed from the site by the

contractor at his own cost within a week’s time of written order from the RMC/PMC.

1.7 The contractor shall supply free of charge the cement required for testing. The cost of

testing charges shall be borne by the contractor.

1.8 The actual issue and consumption of cement on work shall be regulated and proper

accounts maintained as provided in clause

1.9 For non-scheduled items, the decision of City Engineer (Sp.) (Housing) regarding

theoretical quantity of cement which should have been actually used shall be final and

binding on the contractor.

1.10 Cement brought to site and remaining unused after completion of work shall not be

removed from site without written permission of the RMC/PMC.

1.11 In case quantity of cement used is less than quantity ascertained under clause 40(after

allowing variation on the minus side as per clause) the quantity of less cement used

shall be recovered at prevailing market rate at the time of execution+ 15%

contractor’s profit.

2.0 Conditions of Steel:

(a) The contractor shall procure steel reinforcement of Thermo Mechanically

Treated Bars Fe-500 conforming to IS-1786:1985 (reaffirmed 2004). The

contractor shall have to submit documentary proof to the satisfaction of the

RMC/PMC of having procured the steel reinforcement. The contractor shall

have to obtain and furnish test certificates to the RMC/PMC and get tested in

accordance with provision of relevant specifications. In case, test results

indicate that the steel arranged by the contractor does not confirm to the

specifications, the same shall stand rejected and shall be removed from the

site of work by the contractor at his own cost within 7 days of written order

from the RMC/PMC to do so.

(b) The steel reinforcement bars shall be brought to the site in bulk supply of

tons or more or as directed by the RMC/PMC.

(c) The steel reinforcement shall be stored by the contractor at site of work in

such a way as to prevent distortion and corrosion and nothing extra shall be

paid on this account. Bars of different sizes and lengths shall be stored

separately to facilitate easy counting and checking.

(d) For checking nominal mass tensile strength, bend test, rebound test etc.

specimen of sufficient length shall be cut from each size of the bar at random

at frequency not less than that specified below:-

Size of Bar. For consignment below For consignment above

100 tons. Tons.

Under 10mm dia bars One sample for each 25 One sample for each 40 tons

tons or part thereof. or part thereof.

10mm to 16mm dia. One sample for each 35 One sample for each 45 tons

Bars tons or part thereof. or part thereof.

Over 16mm dia bars One sample for each 45 One sample for each 50 tons

tons or part thereof. or part thereof.

The contractor shall supply free of charge the steel required for testing. The

cost of tests shall be borne by the contractor.

(e) Steel brought to site and steel remaining unused shall not be removed from

site without the written permission of RMC/PMC.

2.1 Every care should be taken to avoid mixing different types of grades of bars in the

same structural members as main reinforcement to satisfy relevant clause of IS:

In case of buildings wherever the situation necessitates the changeover shall be made

only from any one level onwards. In case of foundation, all foundation elements

(footing and grade beams) shall have the same kind of steel. In case of columns all

structural elements up to the level of change where the changeover is taking place

should have the same kind of steel as those in columns,

2.3 The reinforcing steel brought to site of work, shall be stored on brick / timber platform

of 30/40cm. height. Nothing extra shall be paid on this account.

3.0 CONDITION FOR WATER:

3.1 The contractor shall make his own arrangement for providing water for construction

and drinking purpose. Contactor shall get the water tested from any approved

laboratory of RMC as per direction of RMC/PMC at regular interval. All expenses

towards collection of samples, packing, transportation and testing charges etc. shall be

borne by the contractors.

333.2 The contractor shall arrange at his own cost and nothing extra shall be paid to the

contactor on this account. The water shall be got tested at RMC laboratory.

3.3 In the event of any difference of opinion among site representatives in carrying out

the item of work in accordance with the agreement the RMC/PMC shall decide the

issue and his decision shall be final and binding on the contactor and the contactor

shall be bound to carry out the instruction to complete work in time. At no point of

time the contractor shall stop execution of the work on any ground whatsoever.

4.0 CONDITION FOR BITUMEN:

(i) The contactor undertakes to make arrangement for the supervision of the

work by the firm supplying the tar or bitumen used.

(ii) The contractor shall collect the total quantity of tar or bitumen require for

the work as per standard formula before the process of painting is started

and shall hypothecate it to the RMC/PMC. If any bitumen or tar remains

unused on completion of work on accounts of the work less use of material in

execution lesser for reason other than authorized changes of specification

and abandonment of portion of work, corresponding deduction equivalent to

the cost or unused material determined by the RMC/PMC shall be made and

materials returned to the contractor. Although the materials are

hypothecated to RMC the contactor undertake the responsibility for the

proper watch, safe custody and protection against all risk. The materials shall

not be removed from site of work without the consent of the RMC/PMC in

(iii) The contractor shall be responsible for rectifying defects noticed within ten

years from the date of completion of work and portion of the security deposit

relating to asphaltic work shall be refunded after the expiry of this period.

5.0 TESTING OF MATERIALS:

When required by the RMC/PMC the contractor(s) shall supply for the purpose of

testing samples of all materials proposed to be used in the works. Samples submitted

either to govern bulk supplies or required for testing before use shall be in suitable

packages to contain them and shall be provided free of charge by the contractor. The

cost of testing shall be borne by the contractor even if the result of the sample confirm

or do not confirm to the relevant BIS code and specifications.

(i) All expenditure required to be incurred for taking the samples conveyance,

packing shall be borne by the contactor himself.

(ii) The failed material shall be removed from the site by the contractor at his

own cost within a week time of written order of the RMC/PMC.

6.0 SETTING OF SITE LABORATORIES:

The contractor shall install testing equipment as per Annexure III at site. The

contractor shall ensure and certify the calibration of the equipment so installed and

shall maintain the same in working order throughout the period of construction. The

contractor shall also provide necessary trained staff for carrying out such tests for

using such equipment. The tests shall be carried out under the supervision of the

8.0 INSTRUCTIONS FOR COMPOSITE CONTRACT:

(a) It will be obligatory on the part of the tenderer to sign the tender documents

for all the components.(The schedule of quantities, conditions and specials

conditions etc.).

9.0 (a) The contractor shall construct/provide site office at the housing project

consisting of 2 rooms & 1 toilet block having area not less 30 Sqm. The

location and plan shall be got approved from RMC/PMC. Specification for the

site office shall be portable type. In addition to above, a conference room of

minimum sitting capacity of 15 persons shall be constructed at site office.

Nothing extra for the construction of site office/ conference Hall i/c furniture

etc. shall be payable. Site offices and Conference Hall shall be maintained till

all the services are handed over to the statutory body. The Agency shall

provide a typical plan of site office & Conference room with specification at

the time of submission of tender.

(b) The contractor will provide air-conditioned office space with required

furniture for use of site office:

After the completion of the work, site office/conference hall including

furniture shall be taken back by the agency on ‘As is where basis’ is.

10.1 Drawings/Documents etc.

(a) In general, the Drawings shall indicate dimensions, position and type of

construction; the Specifications shall indicate the quality and quantities of

materials and the method of execution; and the Schedule shall indicate the

brief quantum, scope of work, unit of measurement and the rate for each

item of Work. Any Work not specifically detailed, called for, marked or

specified but required to be carried out prior, along with or afterward as

customary or prerequisite or post requisite for technical or practical

requirement shall be deemed to be part of respective items of relevant

(b) The Contractor's work shall not deviate from the Drawings and the

Specifications. The RMC/PMC’s interpretations of these Documents shall be

final and without appeal.

(c) Inconsistencies or errors discovered in the Drawings and Specifications shall

be promptly brought to the attention of the PMC for interpretation or

correction. Local conditions which may affect the Works shall likewise be

brought to the PMC’s attention. If at any time, it is discovered that the Work

is being done which is not in accordance with the Contract, Drawings and

Specifications, the Contractor shall correct the Work immediately.

Corrections of defective Works shall not be a basis for any claim for extension

of time or additional cost. The Contractor shall not carry on the Works except

with the knowledge of the RMC/PMC.

(d) Figured dimensions on the Drawings and large size details shall govern and

take precedence over small scale Drawings. Any Work done before receipt of

such details, if not in accordance with the same, shall be removed and

replaced or adjusted, as directed by the PMC to the Contractor without

expense to the Client. The general conditions apply with equal force to all the

Works including authorized extra Works.

(e) All Drawings, Bills of Quantities and Specifications and copies thereof

furnished by the Architect / PMC / Client are their property. These shall not

be used on any other Work and shall be returned to the RMC/PMC on

completion or termination of the Contract.

(f) Reinforcing steel bar bending schedules shall be furnished to RMC/PMCat

least fifteen days prior to the fabrication of the reinforcement by the

(g) Shop drawings/fabrication drawings for structural steel work shall be

submitted by the Contractor to the RMC/PMC for structural consultant’s

approval atleast fifteen days prior to start of fabrication works.

(h) Floor and wall tile, paneling, etc. drawing coordinated with electrical,

plumbing and other services shall be prepared and submitted by the

Contractor 30 days in advance for approval of the PMC prior to

commencement of Works.

(i) Where a single contract is awarded, the Contractor will prepare and submit

30 days in advance, coordinated services layout drawings for the approval of

10.2 FURTHER DRAWINGS AND INSTRUCTIONS

The PMC / Client shall have full power and authority to supply to the Contractor, from

time to time, during the progress of the Works, such further Drawings, details and

instructions as shall be necessary for the purpose of the proper and adequate

execution and maintenance of the Works. The Contractor shall carry out and be bound

10.3 AS BUILT DRAWINGS

The Contractor shall during the course of execution, prepare and keep updated a

complete set of 'as- built' drawings recording all works on the blue prints, which shall

be corrected daily, if necessary, to show each and every change from the Contract

Drawings as an approved working drawings, shop drawings and the exact `as-built'

location, sizes and kinds of work etc. This set of drawings shall be kept on the site and

shall be used for record purposes. Changes recorded shall be countersigned by the

RMC/PMC and the Contractor. Copies of 'as-built' drawings shall be supplied to the

Architect and the RMC/PMC on request.

The Contractor shall submit complete 'as-built' drawings on reproducible tracings and

ammonia prints 3 sets in form of hard copies and Compact Discs 2 nos. for building

work and all services as directed by the Engineer within 30 days of the completion of

entire work by using Autocad facility.

11.0 PROGRESS PHOTOGRAPHS

Every month the Contractor shall take 15 colored photographs showing the progress

of various stages of the Work, such as concreting, etc. Size of photographs will be

mm X 250mm. Photographs shall be supplied with negatives to the Engineer. Each

photograph shall be attached with date of photograph and location of Work. These

photographs shall be from location as fixed by the Engineer at start of Work.

12.0 PROGRAM OF WORK & METHOD OF WORKING

12.1 Program of Work

The Contractor shall, within 15 days of issue of LOI, submit to the RMC/PMC for his

approval a detailed program covering

a) Descriptive note explaining sequence of various activities.

b) Network (PERT/CPM), Construction schedule with MSP / Primavera

c) Quarterly cash flow indicating money to be earmarked by the Owner for the

purpose of the contract.

d) Program for supply of working drawing etc.

e) Phased requirements of plant and equipment to be deployed by the

12.2 Method of Working

The Contractor shall, within 15 days of issue of LOI, submit to the PMC /RMC for his

approval following information

a) A general tentative lay-out plan of construction plant and equipment for the

execution of Work within time period stipulated in schedule.

b) Drawings or prints showing the location of major plants and other facilities

which he propose to put up at the Site, including any changes in the general

layout, at least 15 days prior to the commencement of the respective Work.

c) Layout and details of Temporary Works that the Contractor wants to carry

out to fulfill his obligation under the Contract.

d) Shall indicate shuttering system to be followed.

12.3 Within 7 days the RMC/PMC shall give their approval to proceed with Work with or

without modification. However acceptance of program and method of working as

submitted by the Contractor or with any modification thereto in the opinion of the

RMC/PMC, shall not relive the Contractor of any of his contractual obligations.

12.4 All these programs and plans submitted by the Contractor and approved by the

RMC/PMC shall become part of the Contract.

12.5 The acceptance of programs as submitted by the Contractor or with any modification

thereto in the opinion of the RMC/PMC, shall not release the Contractor from any of

his obligation to complete the work within stipulated contract period or entitles him

for extension of time unless delay, if any, is expressly sanctioned by the RMC/PMC.

13.0 REPORTS & SITE MEETINGS

The Contractor shall prepare and submit daily, weekly and monthly reports in

approved Performa showing progress of work, approvals, pending issues, material at

site, cash flow etc. to the RMC/PMC.

13.2 Site Meetings

To facilitate satisfactory completion of the work under this Contract, and to co-

ordinate work with all the agencies working at the site, meeting will be held in the

office of the RMC/PMC every fortnight or as directed. During these meetings

progress of various works will be reviewed and those matters needing clarifications/

decisions to expedite the work will be taken up. The RMC/PMC shall record minutes

of these meetings.

All statutory approvals like Electrical, Lifts, Fire, Sanitary, Drainage etc. prior to start of

work and after completion shall be in the scope of Contractor and charges payable to

the local authorities as part of project approval fees shall be deposited by the

contractor as per direction of the RMC/PMC.

15.0 DESIGN CRITERIA FOR STRUCTURE & SERVICES

15.1 Structural Design

15.1.1 In the analysis, design and detailing of the building, the latest editions of following

Indian Standards shall be followed:

A. DESIGN LOADS (OTHER THAN EARTHQUAKE LOADS)

IS Code Description

Dead Loads - Unit Weight of Building Material and

IS 875(Part 1): 1987 Stored Material

IS 875(Part 2): 1987 Imposed Loads

IS 875(Part 3): 2015 Wind Loads

IS 875(Part 3): 1987 Special Loads and Combinations

B. DESIGN FOR EARTHQUAKE RESISTANCE

IS Code Description

IS 1893:2016 Criteria for earthquake resistance design of structures.

Earthquake Resistant Design and Construction

of Buildings – Code of Practice

Ductile Detailing of Reinforced Concrete

IS 13920: 2016 Structures subjected to Seismic Forces - Code

C. DESIGN OF CONCRETE ELEMENTS

IS Code Description

IS 456: 2000 Plain and Reinforced Concrete - Code of practice

Structural use of concrete. Design charts for

SP 16(1980) singly reinforced beams, doubly reinforced

beams and columns.

Handbook on Concrete Reinforcement &

Indian Standard Code of practice for design &

IS 1904 : 1986 construction foundations in Soil: General

Indian Standard Code of Practice for Design

and Construction of Raft Foundation (Part – 1)

SP 22 : 1982 Explanation to IS 1893 & IS

Building code requirement for structure

IS 3370-2009 Code of practice for water retaining structures.

SP 7 National Building Code of India

D. DESIGN OF STEEL STRUCTURAL ELEMENTS

IS Code Description

IS 800: 2007 Code of Practice for General Construction in Steel

IS 226 : 1969 Structural Steel (Standard Quality)

IS 2062: 2011 Structural Steel (Fusion Welding Quality)

E. DESIGN FOR FIRE SAFETY

IS Code Description

IS 1642 Fire Safety Building Materials

SP 7 2016 National Building Code of India

15.1.2 Design Parameters

15.1.2.1 Materials of Construction

The minimum Grade of Concrete in all RCC structural members shall be M:

For Columns M: 25 to M:30 grade concrete will be used, wherever required.

Concrete of Grade M: 15 shall be used in filling, plum concrete, leveling

courses and other non-structural items.

Density of reinforced concrete is assumed as 25 KN/Cum

Water cement ratio shall not be more than 0.45 Minimum cement content

shall conform to IS 456:2000 provisions for durability and strength criteria.

Ordinary Portland Cement of minimum (Grade 53) IS 1489 is specified for

concrete grades ranging from M: 10to M:

The sizes of coarse aggregates conform to IS 383. Nominal maximum size of

coarse aggregate is 20 mm, suitably graded as per the requirement of mix

design. The fine aggregates conform to the specifications of IS

d) Admixtures & Additives

Approved plasticizer as admixture which shall be melamine based and zero

chloride of approved brand may be used as per mix design.

Mixing Water shall conform to IS 456:

f) Reinforcement

High yield strength deformed bars conforming to IS 1786 with fy =

N/sq.mm shall be used.

15.1.3 Loading Parameters

Self-weight of the structural members will be considered on the basis of the following

a) Density of reinforced concrete : 25 KN/Cum

b) Density of plain concrete : 24 KN/Cum

c) Density of steel : 78.5 KN/Cum

d) Density of floor finishes / plasters : 20 KN/Cum

e) Density of soil (Dry) After compaction

Loose to Medium Dark brown to medium clayey sand : 17.4 KN/Cum

Medium brown silty sand : 17.0 KN/Cum

Medium to dense brown silty sand : 16.2 KN/Cum

Very dense brown clayey sand : 17.1 KN/Cum

Average (Mean) : 16.93 KN/Cum

f) Density of soil (Saturated) After Compaction

Loose to Medium Dark brown to medium clayey sand : 20.7 KN/Cum

Medium brown silty sand : 20.4 KN/Cum

Medium to dense brown silty sand : 19.9 KN/Cum

Very dense brown clayey sand : 20.6 KN/Cum

Average (Mean) : 20.4 KN/Cum

15.1.3.2 Imposed Gravity Loads on floors

The following are the imposed gravity loads should be adopted in addition to the self-

weight and floor finishes. In addition to this, elevator load shall be adopted as per data

available from respective vendors.

(Self-weight of slab / beam / columns will be as per the dimensions adopted in the

respective drawings. Floor finishes of 50 mm thickness should be considered on all

Load Component Thickness (mm) UDL (kN/m2)

Water-Proofing 150 5.00 (150 is the Thickness of

screed, Type and material of

water proofing will be decided

Earth Filling 600 10.8(We generally consider

soil filing on the terrace to

account for resident’s desire

to grow gardens on terrace.)

Load Component Thickness (mm) UDL (kN/m2)

Sunk & Filled 200

Partition walls 150 (Solid concrete

c) Corridors, Passages, Lobbies and Balconies

Load Thickness (mm) UDL (kN/m2)

Load Component Thickness (mm) UDL (kN/m2)

Steps 150 (Riser) / 300

e) Glazing load: & Façade load: (If Applicable)

Load Component Thickness (mm) UDL (kN/m2)

Glass on Periphery of As given by

building glazing

Stone Façade Load

f) Basement One, Ground Floor

Parking Space and Drive - way Ramps

Load Component Thickness (mm) UDL (kN/m2)

Live Load (Double

public spaces at

15.1.3.3 Wind loads

Wind loads will be calculated in accordance with IS 875: Part

Design wind speed VZ = Vb  k1  k 2  k

Vb : Basic wind velocity for Rajkot

k1 : Risk coefficient for a design life of 50 years

k2 : Terrain category 3, class B, for 30 m height

k3 : Topography factor

15.1.3.4 Wind force due to Gust effect

Necessary calculations for the Gust effect due to wind will be calculated as per IS

15.1.3.5 Seismic Loads

The proposed Building will be designed in accordance with code IS 1893:

Criteria as per IS 1893:

Importance factor :

*Ductile Detailing as per IS 13920 – 1993 Edition 1.2 (2002-03) shall be followed.

a) The Design Base Shear is given by b a

b) Sa / g is the normalized Response Spectrum value for the structure which is

the function of the fundamental time period of vibration of the structure and

the type of the founding soil.

c) W is the Seismic Weight of the building, which will be calculated in

accordance with the relevant clause in the IS1893:

d) Since the structure is a R.C.C. structure, a damping value of 5% will be

e) Model analysis / Space frame analysis of the structure will be carried out

using Response Spectrum method.

15.1.4 Design of Structural Elements

For the design of R.C.C. elements, the Limit State Method shall be used as per IS 456-

After designing the frame column-beam, shear walls and foundation by limit state

theory as per IS: 456:2000, all details of longitudinal steel, overlaps, shear capacities,

confining reinforcement requirements, stirrups and ties etc. shall be worked out using

the provisions of IS: 13920-1993. The drawings should clearly show all the adopted

Materials of construction will be predominantly concrete with consideration for

strength and durability. The minimum grade of concrete is suggested as M: 25. For the

design of columns, concrete of grade M: 35 and M: 30 are recommended as per

optimized design requirement.

High Yield Strength Deformed bars conforming to IS: 1786 with fy = 415 MPa and fy =

500 will be used.

Designs of structural steel members are made using elastic method as per IS: 800 with

relevant allowable stresses.

9. Plumbing & Sanitation

9.1 The system shall be designed on the basis of standard criteria as stipulated

in the “Manual for sewerage & Treatment “published by the Central Public

Health & Environmental Engineering Organization (CPHEEO), NBC, SP-

35(S&T) -1987 and other proven National & International practices on the

Design basis in brief shall be as follows:

• Estimated sewage Flow : 80 % of daily water demand

• Peak flow : 3 times average flow

• Minimum pipe diameter : 100 mm Soil;75 mm for waste

• Minimum velocity of flow : 0.6 m / sec

• Maximum velocity of flow : 3.0 m / sec

9.2 The system shall be designed keeping in view the following:

• Natural Grading of the site.

• Architectural layout planning.

• Formation levels of Roads & Plinth levels of Block.

• Landscape layout with formation levels of different features.

• Subsoil water table.

9.3 The system shall be designed as double stack pipe system as per NBC. Soil &

waste shall be carried in separate stack pipes with vents, stack shall be

provided with separate anti-siphonage pipe to safeguard the water seal.

9.4 Rain Water Disposal & Rain Water Harvesting

Rainwater from terraces & part terraces shall be collected through PVC rain

water down take pipes at planned locations which shall be connected to

catch basins. These rain water catch basins are connected to the main storm

water drains through a network of RCC hume pipes with desired slopes.

However rain water from open courtyards shall be collected through open

storm water drains with desired slopes, which shall be connected ultimately

to the main drain at entrance of the project. Rain water harvesting system

should be designed as per regulations

Design basis in brief shall be as follows:

• Peak Rainfall Intensity 50 mm / Hr.

• Minimum pipe diameter 100 mm

• Minimum velocity of flow 0.6 m / sec

• Maximum velocity of flow 3.0 m / sec

• Design flow conditions Running full

9.5 Piping Material

Following piping materials are proposed to be used on the project:

• Water Supply – Internal: UPVC Schedule 80 pipes for exposed

plumbing inside ducts & on terrace.

• Water Supply – External: UPVC Schedule 80 pipes

• UPVC SWR Type A pipes for rain water down take pipes.

• UPVC SWR Type A pipes for Single stack single waste pipes inside

toilets & for vertical stacks.

• External Drainage – SW class A pipes and fittings

STRUCTURE AND ORGANISATION

1. Name of the Company :

Telephone No. :

2. Description of Company (For e.g.

General Civil Engineering Contractor

Supplier of equipment etc.)

(a) Individual :

(b) Partnership :

(c) Limited Co. :

3. Registration and classification with the :

4. Name and address of the bankers :

5. No. of year of experience as a :

(i) In own country :

(ii) Internationally :

6. No. of year of Experience as a Sub :

(i) In Own Country :

(ii) Internationally :

7. Name and address of the partner and :

associated companies to be involved

in subsidiary others.

8. To be organization chart showing the :

structure of the company including

names and position of Directors and

SIGNATURE OF BIDDER

Note : The above necessary information shall be supported with necessary documents,

otherwise, the same shall be treated as null & void.

FINANCIAL STATEMENT

(To be given separately for each partner of partnership firm)

1. Name of firm :

(a) Authorized :

(b) Issued & paid up

3. Attach audited balance sheet & profit :

& loss statement for the past

4. Financial Position :

(exact amount in Rupees to be stated)

(b) Current Asset :

(c) Current Liability :

(d) Working Capital :

(e) Net worth :

5. Total liability :

(a) Current Ratio : Current assets to current liabilities

(b) Acid test Ratio : Cash, Temporary investment held in lieu

of cash & current receivable to current

(c) Total liabilities Net worth :

Note : Information asked against each item to be carefully filled in more preference to

balance sheet in reply to above points is acceptable.

6. Annual value (turn over) of construction works undertaken for each of the last

Sevenyears & projected for current year (this will be calculated at the rate of 10%

increased for each years. Annual turnover for the works.

Two year Three year Four year Five year Six year

Current year year

Year before i.e. before i.e. before i.e. before i.e. before i.e.

2024-25 before i.e.

7. Net profit :

(a) Current period(2025-26) :

(b) During the last financial year(2024-25) :

(c) During the course of the seven financial :

years previous to Current financial years

The profit and loss statement have been :

Through ________ by __________

8. Applicant/s financial arrangement for :

proposed works (exact amount in Rupees

to be mentioned)

(a) Own resources Rs.

(b) Bank Credits Rs.

(c) Other (Specify) Rs.

9. Certificate of financial soundness from :

bankers of applicants together with their

10. Approximate value of works in hand : Rs.

11. Value of anticipate orders for next :

financial year.

NOTE: Details of Item No.10 and 11 are to be given in Schedule-E experience.

NOTE: 1) Information asked against each item shall be carefully filled in any additional

information shall be given separately duly signed.

2) The above details supported by last financial year Balance Sheet / Profit &Loss

account etc. must be audited by the Chartered Accountant.

3) The above information shall be supported with necessary documents

otherwise, the same shall be treated as null and void.

Signature of Chartered account (With seal)

SIGNATURE OF APPLICANT

FORM OF BANKERS CERTIFICATE FROM A NATIONALIZED BANK

(Solvency certificate from a schedule bank)

This is to certify that the best of our knowledge and information that

M/S/Sh.________________________________________ having marginally noted address, a

customer of our bank are/is respectable and can be treated as good for any engagements up to a

This certificate is issued without any guarantee or responsibility on the bank or any of its officers.

(Signature) For the Bank

1. Bankers certificates should be on letter head of the Bank, sealed in cover addressed to

tendering authority.

2. In case of partnership firm, certificate should include names of all partners as recorded

DETAILS OF PERSONNEL WITH THE APPLICANT (ON ROLL)

Name of Applicant:

Sr. Description On Applicants Pay Roll

1) Project Manager

2) Site Engineer

3) Number of Engineering Graduates

b) Construction supervision

c) Electrical Engineer

4) Number of administrative graduates.

5) Number of skilled employees

6) Number of Unskilled employees

7) Please indicate whether design wherever :

required as per conditions of bid, will be

carried out in house or with the help of

consultants. If in house, please indicate the

details of designs carried out over the last few

years. If to be done by back up consultants.

Please give the data such as name of company,

key personal and professional qualification,

present position, total experience number of

engineering staff under each category of

specification and details of work executed.

8) 1) Incase of personnel at Sr. No. 1 to 4 please

give name, qualification present position,

professional experience and linguistic ability.

2) The certified copy of degree / diploma engineers,

qualification with an affidavit on stamp paper

stating their appointment in the firm shall have to

be attached with this schedule.

3) The above information shall be supported with

necessary documents otherwise the same

shall be treated as null & void.

SIGNATURE OF APPLICANT

DETAILS OF PERSONAL TO BEDEPLOY ON THIS PROJECT BY BIDDER

Name of the Applicant

Minimum Requirement

Sr. No. Description Qualification Experience in

1 Project Manager B.E. Civil 1 10 Year Exp.

2 Site Engineer B.E. Civil 1 10 Year Exp.

3 Plant Engineer B.E. Mech. / 5 Years Exp.

4 Quantity Surveyor B.E. Civil / 5 Years on

Diploma Civil 3 Building

5 Material&QualityControl B.E. Civil / 2 Years Exp.

Engineer Diploma Civil 5 Years Exp.

6 Survey Engineer B.E. Civil / 1 2 to 5 Years Exp.

Note :- Availability for this work of project Manager having in degree in Civil

Engineering with at least ten years’ experience including at least five years on

buildingconstructionworks and a material&qualitycontrol Engineer having

degree/diploma in Civil Engineering with at least five years building

construction experience.

Signature of Contractor City Engineer

DETAILS OF TECHNICAL AND ADMINISTRATIVE PERSONNEL

TO BE EMPLOYED FOR THE WORK

Sr. Designation Total Number Nam Qualificatio Professional How these Remar

No. number available e. n. experience of would be ks.

for this details of involved in

work. work carried

Sign of applicant (s).

PLANTS & EQUIPMENTS PROPOSED TO BE DEPLOYED BY THE

APPLICANTFORUSE ON THE BUILDING WORK

Sr. Name of equipment Total Requirement Equipment on hand (owned)

No. No. of units Kind Capacity No. of units Kind Capacity

for the and for the and

projects make projects make

Fully automatic RMC 1 No. Fully automatic RMC 1 No.

batching plant batching plant

(capacity 30 cum/hr) (capacity 30 cum/hr)

with pumping with pumping

facility(if Suggested facility

1 Transit mixture with 5 Nos. 1 Transit mixture with 5 Nos.

capacity not less capacity not less

than 5 Cum than 5 Cum

2 Concrete mixture 5 Nos. 2 Concrete mixture 5 Nos.

with Weigh with Weigh batch/

batch/Digital Digital Mixture

3 J.C.B. or Other 2 No. 3 J.C.B. or Other 2 No.

excavator with excavator with

breaker breaker

4 Goods cum Lift 5 No. 4 Goods cum Lift 5 No.

forminimumcapacity forminimumcapacity

5 Shuttering (Plywood 5000 5 Shuttering (Plywood

formwork) Sq.mt. formwork) Sq.mt.

6 Steel /Wooden 10000 6 Steel/Wooden

props (with Nos. props (with Nos.

accessories) accessories)

7 Extended span or - 7 Extended span or -

beams with beams with

accessories accessories

8 Vibrator (Needle) + 10 Nos. 8 Vibrator (Needle) + 10 Nos.

Surface (5+5 nos) Surface (5+5 nos)

vibrator(Operating vibrator(Operating

with electricity) with electricity)

+diesel vibrator +diesel vibrator

Water Tanker 10000 Water Tanker10000

9 5 Nos. 9 5 Nos.

10 Trucks / Dumpers 5 No. 10 Trucks / Dumpers 5 No.

Standard Testing As per Standard Testing As per

11 Laboratory (As Annexure- 11 Laboratory (As Annexure-

prescribed) I. prescribed) I.

12 Thermo meter 5 No. 12 Thermo meter 5 No.

13 Pump & Motor 5 Set 14 Pump & Motor 5 Set

14 Generator 3 Set 15 Generator 3 Set

RMC plant should be installed at the work site only. The plant shall be solely used for

this project only and no commercial use of the plant will be allowed. If the sufficient

space is not available nearby the site, then the nearest possible space can be found by

the contractor with consent of the RMC.

If Ready mix Concrete Brought From out side by Contractor, RMC/PMC Re-preventative

are Suggested For Cement Brand, Grade, etc After his permission Ready mix Concrete

supply by contractor.

For miscelliance work on site contractor should use Concrete mixture with Weigh

batch/Digital Mixture on site after RMC/PMC permission

1) The above information may be furnished for each machinery and equipment listed

2) The location of machinery should be furnished in detail.

i.e. (i) Site of work (ii) Own Workshop (iii) Other places

3) The documents regarding ownership of machinery / equipment and self attested

copies of hire purchase agreement if it must be enclosed and for to be procured

the copy of work order placed shall be furnished.

If leased indicate the date when the current lease expires.

4) Describe the fabrication and workshop facilities (a) to be set up at site (b) to be sub

contracted locally (c) to be set up any other place with relevant details.

5) The above information shall be supported with necessary documents otherwise,

the same shall be treated as null & void.

SIGNATURE OF APPLICANT

EXISTING COMMITMENT AND ON GOING WORKS

Give information about relevant (Building works) as well as all other works in progress

including those where the company has received a letter of intent but a formal contract

has not yet been awarded

Empl Engineer Location Value Cost of Remaini Percenta Dat Stipulate Likely Reaso

oyer responsible and of work ng work ge of e of d date of date of ns for

for descripti contra execut to be financial wor completi completi slow

supervision on of ct ed as execute Completi k on of on progre

Bldg. on d as on on cost. ord work ss if

works date of date of er any

this bid this bid

Note: - Non disclosure of any information in the schedule will result in disqualification of

SIGNATURE OF BIDDER

EXPERIENCE IN RELEVANT (BUILDING WORKS) PROJECTS COMPLETED

Please furnishinformation about relevantproject (Building works) completed over the

last Seven years

Name Name of Name of Contra Final Additio Dat Stipulate Actual Reaso

of Location Engineer ct value as nal e of d date of date of n for

Employ & type responsi price per bill amount wor completi completi slow

er of ble for (Rs. in prepare released k on of on progre

building supervisi lacs) d by the if any ord work ss if

contract on employe through er any

Note :- Non disclosure of any information in the schedule will result in disqualification

SIGNATURE OF BIDDER

DETAILS OF MULTISTORIED BUILDING (not less than G/P+ 14 storied WORKS COMPLETED WITH ANY

TECHNOLOGY AS MAIN CONTRACTOR DURING THE LAST SEVEN CONSECUTIVE YEARS ENDING

LAST DAY OF THE MONTH

Sr. Name Owne Cost Date Stipulat Actual Built Litigation/ Name & Remarks

No. of r of of of ed date date of up arbitratio address/ (Mention

work/ spons work comm of complet area In n telephone prefab

projec oring s in encem complet ion sq. pending/ number technology

t and organ crore ent as ion meter. in of officer used in

locatio izatio per progress whom to constructio

n i/c n contra with reference n

numb ct details may be

PROJECTS UNDER EXECUTION OR AWARDED/LOI ISSUED.

Sr.N Name of Owne Cost Date of Stipulat Up to Slow Name & address/ Remar

o. work / r or of commence ed date date progre telephone of ks

Project spons work ment As of amount ss if officer to whom

And oring in per complet of the any & reference may be

location organ Crore contract ion. work reason made.

izatio s. executed thereo

Certified that above list of works are complete and no work has been left out and the

information given is correct to my/our knowledge and belief

Signature of Applicant(s)

PERFORMANCE REPORT OF WORKS REFERRED TO IN FOR “F1, F2 & F3”

2. Name of work/Project and Location

3. For Building works:

i) Nature of building

(a) Load bearing

(b) RCC Framed Structure

ii) Height of building & numbers of floor.

4. Agreement No.

5. Client name:

6. Amount of Work:

7. Date of Starting of project:

8. Stipulated date of completion:

9. Actual date of completion:

10. Completion cost:

11. Justification for Delay, if any:

12. Amount of compensation

a. Levied for delayed completion if any

b. Amount of reduced rate items, if any

13. Litigation tendency:

14. Feedback from client:

(i) Quality of work  Very good  Good  Fair  Poor

(ii) Finance Soundness  Very good  Good  Fair  Poor

(iii) Technical Proficiency  Very good  Good  Fair  Poor

(iv) Resourcefulness  Very good  Good  Fair  Poor

(v) General behavior  Very good  Good  Fair  Poor

Third party feedback, if any:

Signature of applicant Signature & stamp of client

Note: This Form shall be submitted notarized and scan copy of each work entered in C1, C2, D

shall be uploaded.

Summary of Experience of company in the Neighborhood Project and/or Neighboring

DETAILS OF LITIGATION

Name of applicant / or parties:

Applicant should provide information on any History of litigation or arbitration resulting

from contracts executed in last Seven years or currently under execution.

Years Award for / or against Name of client, Cause of Disputed amount in

applicant litigation & matter of dispute rupees

NOTE: The above information shall be supported with necessary documents

otherwise the same shall be treated as null & void. If the information to

be furnished in this schedule will not be given & come to the notice

subsequently will result in disqualification of bidder. If no information is

there to be provided than it should be marked as ‘Nil’.

SIGNATURE OF APPLICANT

ADDITIONAL INFORMATION

(The applicant can add here any further information relevant to the evaluation of their

prequalification bid)

NOTE: The above information shall be supported with necessary documents otherwise

the same shall be treated as null & void.

SIGNATURE OF APPLICANT

(Form No. 3 A) (Self attested)

Referred to in Rules No. 5 to (b) (II)

DETAILS OF SIMILAR WORK COMPLETED

1. Name of Contractor :

2. Name of Work :

3. Estimated cost of :

Work put to tender

4. Revised Estimated :

5. Tender Amount :

6. Date of Starting the :

7. Date of completion of :

Thework (As per

contract agreement)

8. Actual date of the :

Completion of work

9. Amount of completed :

10. State whether the :

Detailsas above given

by the contractor are

correct if not state as

to what is the correct

11. State whether the :

contractor has executed

thework in progress.

Satisfactory as per

specification if not give

the correct position of

12. Period rate & amount :

Ofcompensation if

13. Period of extension :

14. Reason for delay in :

15. Any other remarks : Particulars of work completed.

Date : City Engineer

called the tender) is desirous and referred to tender forworksin accordance withthe

terms and conditions of tender for the work of __________________________ and

where as we Bank, agree to give the tenderer a guarantee for the Earnest Money.

1. Therefore we, hereby a firm that we are guarantors in behalf of the tenderer up to

(in figures) and we undertake to pay to City Engineer (SP) , RMC, Rajkot of judicial

or to be specified) up to his first written demand, without demur, without delay

and without the necessity of previous notice of judicial in administrative

procedures and without the necessity to prove to the bank. The defects or short

comings or debits of the contractor any sum within the limit of Rs.

2. We further agree that the guarantee herein contained shall remain in full force

and effect during the period that would be taken for the acceptance of tender.

However, unless a demand of claimunder this guarantee is made on us in writing

on or before the _______________ (date to be specified will not be less than

days from the date of opening the tender) we shall be discharged from all

liabilities under the guarantee there after.

3. We under take not to revoke the guarantee during it currently except with the

previous consent of the City Engineer (SP) , ______________________Division,

____________ in writing.

4. We lastly undertake not to revoke the guarantee for any charge in construction of

the tender of the bank.

Signature & Seal of guarantee

LAB TESTING EQUIPMENT

The Applicant shall provide adequate information for testing equipment and

surveying equipment

Equipment with Agency

Name of Testing Equipment Minimum

Requirements Equipment

1 A - General LabEquipment

a) Electronic balance 7 Kg. to 2 Nos.

200 Kg. capacity semi self

indicationtype accuracy 1 gm.

b) Pan balance 10 kg capacity 12 nos.

accuracy 0.01 gm

c) Electronic balance 500 2 Nos.

gmcapacity accuracy 0.001 gm

I) Sieves as per I.S. 460-1962 Full IS Set.

II) Stop watches, 1/5 sec. 2 Nos.

2 B - For Cement and Cement Concrete

a) 150mm dia. x 300mm height As required

cylinder with capping

b) Cubes 150mm x 150mm x 84 Nos. Or

III) High frequency mortar cube 1 No.

Vibrator for cement testing

iv) Concrete mixer power 1 No.

driven, 0.03 m3 capacity

V) Variable frequency and 1 No.

amplitude vibrating table size

meter x 1 meter as per the

relevant British standard.

Vi) Flow tableas per the 4 Nos.

relevant IS specifications.

Vii) a) 2000 Kn (Least count 10 1 No.

Kn) compression testing

machine for concrete cube.

b) 500 Kn (least count 2 Kn) 1 No.

compression testing machine

for cement mortar cube.

viii) Equipment for slump test 2 Nos.

xi) Needle Vibrator 5 No.

xii) Digital Hammer ( For 1 No.

3 C – ForControl of Profile and surface Evenness

I) Total Station 1 Set.

III) Precision automatic Level 2 Sets

IV) Precision Staff 3 Sets.

V) Steel taps of road

A) Steel tape 2 Sets.

B) 5 m long 20 Sets.

C) 10 m long 2 Sets

D) 20 m long 2 Sets

E) 30 m long 2 Sets.

F- Any other equipment which is not mentioned here but which is necessary for

complying with the provision of the Contractor or as required by the RMC/PMC

In the absence of any equipment’s per test requirements of section 900 of MOST

specification the same shall be provided by the contractor at any time as directed by

the RMC/PMC Engineer. No extra payment shall be made to the contractor.

Signature of Applicant

APPENDIX–M(General Information Details)

Estimated Tender

Turnover Available Bid Experience

Details ( Capacity (working

Last Capital) As per

No./Class Tender Fee

Name of Agency EMD Details SevenYears Solvency Formula ABC =

Average 2*A*N-B

18-19 to 24- (Minimum)

As per Tender As per

Financial Criteria Tender

Address (permanent & Criteria

Class Name of Name of Bank & 2024-25 Name of Value (present price

Bank & Bank Code, City Bank & level by applying

Bank Code, Bank enhancement factor)

City Code, of existing

City commitments and on-

going works to be

completed during that

next N year (period

of completion of

Phone Permission Draft No. Draft No. 2023-24 Solvency Number of years

No. No. prescribed for

completion of the

works for which

tenders are invited

Fax Date :- Draft Date Draft Date 2022-23 Date A= Max Value x

Enhancement factor

E-mail Address Letter No N = Next N Year

2020-21 B = Present Value

Residence proof

Average Bid Capacity =

Calculation sheet and

Mention Figure Here

Signature of Chartered account Signature of Contractor ……

(With seal) …………………………………………………(With seal)

Rajkot municipal Corporation

ACCOUNTS DEPARTMENT

Room No 4, 2nd Floor

Dr. Ambedkar Bhavan,

PARTY/VENDOR REGISTRATION FORM

Authorized Person :

Service Tax No. :

Central CST No. :

Bank Details (attach copy of cancelled cheque)

MICR Code : IFSC Code :

1) Any vendor while filling a tender shall quote registration details; if he is not

registered he will give fresh details along with tender.

2) Accounts branch will designate a person who will keep the forms and also

authorize new registrations or edit existing registrations.

3) Vendor shall submit a cancelled cheque, Copy of Pan Card, VAT or ST

registration Certificate

:: SPECIFICATIONS OF MATERIALS ::

Water shall not be salty or brackish and shall be clean, reasonably clear and free from

objectionable quantities of silt and traces of oil and injurious alkalis, salts, organic

matter and other deleterious material which will either weaken the mortar of concrete

or cause efflorescence or attack the steel in RCC container for transport, storage and

handling of water shall be clean. Water shall conform to the standards specified in I.S.

456 - Latest edition.

If required by the engineer-in-charge, it shall be tested by comparison with distilled

water. Comparison shall be made by means of standard cement tests for soundness,

change in time of setting and mortar strength as specified in I.S. 269 (Latest edition).

Any indication of unsoundness, change in time of setting by 30 minutes or more or

decrease of more than 10 per cint in strength of mortar prepared with water sample

when compared with the results obtained with mortar prepared with distilled water

shall be sufficient cause for rejection of water under test.

Water for curing mortar, concrete or masonry should not be too acidic or too alkaline. It

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

interfere with the hardening of mortar or concrete during curing or those which

produce objectionable stains or other unsightly deposits on concrete or mortar surface.

Hard and bitter water shall not be used for curing.

Potable water will generally found suitable for curing mortar of concrete.

Lime shall be hydraulic lime as per I S 712 - Latest Edition. Necessary tests shall be

carried out as per I S 6932 9 (Parts I to X) Latest edition.

The following field tests for limes are to be carried out:

i) A very rough idea can be formed about the type of lime by its visual

examination i.e. fat lime bears pure white colour, lime in form of porous lumps

of dirty white colour indicates quick lime and solid lumps are the unburnt lime

ii) Acid tests for determining the carbonate content in lime, lime Excessive

amount of impurities and rough determination of lime.

Storage shall comply with I S 712 - Latest Edition. The slaked lime, it stored, shall be

kept in a weather proof and damp-proof shed with impervious floor and sides to

protect it against rain, moisture, and weather and extraneous materials mixing with it.

All lime that has been damaged in any way shall be and all rejected materials shall be

removed from site of work.

Field testing shall be done according to I S 269 (latest edition) to show the acceptability

Cement shall be ordinary Portland cement and P.P.C. as per IS 269 or I S 455 or IS

(P-I) or (P-II) or IS 8041 or IS 8043, IS 8812 or IS 12330, IS 12269 (All Latest edition).

M-4 White Cement:

The white cement shall conform to I S 8042-E Latest edition.

M-5 Colored Cement:

Color cement shall be with white or grey Portland cement as specified in the item of the

` The pigments used for colored cement shall be of approved quality and shall not exceed

10% of cement used in the mix. The mixture of pigment and cement shall be properly

ground to have a uniform color and shade. The pigments shall have such properties as

to provide for durability under exposure to sunlight and weather.The pigment shall

have the property such that it is neither affected by the cement nor detrimental to it.

Sand shall be natural sand, clean well graded, hard strong, durable and gritty particles

free from injurious amounts of dust, clay, kankar nodules, soft or flaky particles Shale,

alkali, salts organic matter, loam, mica or other deleterious substances and shall be got

approved from the engineer-in-charge. The sand shall not contain more than 8 percent

of silt as determined by field test. If necessary, the sand shall be washed to make it

The fitness modules of coarse sand shall not be less than 2.5 and shall not exceed 3.0.

The sieve analysis of coarse shall be as under:

I.S. Sieve Percentage by weight IS Sieve percentage by weight

Designation passing sieve Designation percent- agepass-ing sieve.

2.36 mm90 to 100 300 Micron 5-70

The fineness modules shall not exceed 1.0 The sieve analysis of fine sand shall be as

I.S. Sieve Percentage by weight IS Sieve percentage by weight

Designation passing sieve Designation percentage passing sieve.

2.36 mm100 300 Micron 5-50

M-7 Stone Dust:

This shall be obtained from crushing hard black trap or equivalent. It shall not contain

more than 8% of silt as determined by field test with measuring cylinder. The method of

determining silt contents by fields test is given as under:

A sample of stone dust to be tested shall be placed without drying in 200 mm

measuring cylinder. The quantity if the sample shall be such that it fills the cylinder up

to 100 mm mark, the clean water shall be added up to 150 mm mark. The mixture shall

be stirred vigorously and content allowed to settle for 3 hours.

The height of silt visible as settled layer above the stone dust shall be expressed as

percentage of the height of the stone dust below. The stone containing more than 8%

silt shall be washed so as to bring the content within the allowable limit.

The fitness nodules of stone dust shall not be less than

M-8 Stone Grit:

Grit shall consist of crushed or broken stone and be hard, strong dense durable clean of

proper gradation and free from skin or coating likely to prevent proper adhesion of

mortar. Grit shall generally be cubical in shape and as far as possible flaky elongated

` pieces shall be avoided. It shall generally comply with the provisions of IS 383 (Latest

Edition). Unless special stone of particular quarries is mentioned, grit shall be obtained

from the best black trap or equivalent hard stone as approved by the engineer-in-

charge. The grit shall have no deleterious reaction with cement.

The grit shall conform to the following gradation as per sieve analysis:

I.S. Sieve Percentage passing IS Sieve percentage pass- ing through sieve

Designation through sieve Designation

The crushing strength will be such as to allow the concrete in which it used to build up

the specified strength of concrete.

The necessary tests for grit shall be carried out as per the requirements of I S 2386 (Part

I to VIII) Latest edition as per instruction of engineer-in-charge. The necessity of test will

be decided by the engineer-in-charge.

Cinder is well burnt furnace residue which has been fused or sintered into lumps of

Cinder aggregates shall be well burnt furnaces residue obtained from furnace using coal

fuel only. It shall be sound clean and free from clay, dirt, ash or other deleterious

The average grading for cinder aggregate shall be as mentioned below:

I.S. Sieve Percentage passing IS Sieve percentage pass- ing

Designation Designation

M-10 Lime Mortar:

Lime: Lime shall conform to specification M-2. Water: Water shall conform to

specification M-1. Sand: Sand shall conform to specification M-6.

Proportion of Mix:

Mortar shall consist of such proportions of slaked lime and sand as may be specified in

item. the slaked lime and sand shall be measured by volume.

Preparation of Mortar:

Lime mortar shall be prepared by process as per IS 1625 Latest edition. Power drive mill

shall be used for preparation of lime mortar. The slaked lime shall be placed in the mill

in an even layer and ground for 180 revolutions with sufficient water. Water shall be

added as required during griding (care being taken not to add more water) that will

bring the mixed material to a consistency of stiff paste. Thoroughly wetted sand shall

then be added evenly and the mixture ground for another 180 revolutions.

Mortar shall always be kept damp, protected from sun and rain till used up, covering it

by tarpaulin or open sheds.

All mortar shall be used as soon as possible after grinding. It should be used on the day

on which it prepared. But in no case, mortar made earlier than 36 hours shall be

permitted for use.

M-11 Cement Mortar:

` Water shall conform to specification M-1. Cement: Cement shall conform to

specifications M-3. Sand: Sand shall conform to M-6.

Proportion of Mix:

Cement and sand shall be mixed to specified proportion, sand being measured by

measuring boxes. The proportion of cement will be by volume on the basis of 50 kg/Bag

of cement being equal to 0.342 Cu.M. The mortar may be hand mixed as directed.

Proportion of Mortar:

In hand mixed mortar, cement and sand in the specifications shall be thoroughly mixed

dry on a clean impervious platform by turning over at least 3 times or more till a

homogeneous mixture of uniform color is obtained. mixing platform shall be so

arranged that no deleterious extraneous material shall get mixed with mortar or mortar

shall flow out. While mixing, the water shall be gradually added and thoroughly mixed

to form a still plastic mass of uniform color so that each particle of sand shall be

completely covered with a film of wet cement. the water cement ratio shall be adopted

The mortar so prepared shall be used within 30 minutes of adding water. Only such

quantity of mortar shall be prepared as can used within 30 minutes.

M-12 Stone Coarse Aggregate for Nominal Mix Concrete.

Coarse aggregate shall be of machine crushed stone of black trap or equivalent and be

hard, strong, dense, durable clean and free from skin and coating likely to prevent

proper adhesion of mortar.

The aggregate shall generally be cubical in shape. Unless special stones of particular

quarries are mentioned, aggregates shall be machine crushed from the best black trap

or equivalent hard tone as approved. Aggregate shall have no deleterious reaction with

cement. The size of the coarse aggregate for plain cement concrete and ordinary

reinforced cement concrete shall generally be as per the table given below, however, in

case of reinforced cement concrete the maximum limit may be restricted to 6 mm, less

than the minimum lateral clear distance between bars of 6 mm less than the cover

whichever is smaller.

IS Percentage passing for single sized IS Sieve Percentage passing for single sized

Sieve aggregates of nominal size designation aggregates of nominal size

designation 40 mm 20 mm 16 mm 40 mm 20 mm 16 mm

This percentage may be the engineer-in-charge when considered necessary for

obtaining better density and strength of concrete.

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

materials. The necessary tests indicated in IS 383 Latest edition and IS 456 Latest

edition shall have to be carried out to ensure the acceptability. The aggregates shall be

stored separately and handled in such a manner as to prevent the intermixing of

different aggregates. If the aggregates are covered with dust, they shall be washed with

water to make them clean.

M-13 Black Trap or Equivalent Hard Stone Coarse:

Aggregate for Design Mix concrete:

Coarse aggregate shall be of machine crushed stone of black trap or equivalent hard

stone and be hard strong, dense, durable, clean and free from skin and coating likely to

` prevent proper adhesion of mortar.

The aggregates shall generally be cubical in shape. Unless special stones of particular

quarries are mentioned, aggregates shall be machine crushed from the best, black trap

or equivalent hard stones as approved. Aggregate shall have no deleterious reaction

The necessary tests indicated in IS 383 Latest edition and IS 456 Latest edition shall

have to carried out to ensure the acceptability of the material.

If aggregate is covered with dust, it shall be washed with water to make it clean.

M-14 Brick Bats Aggregate:

Brick bat aggregate shall be broken from well burnt or slightly over burnt and dense

bricks. It shall be homogeneous in texture, roughly cubical in shape, clean and free from

dirt of any other foreign material. The brick bats shall be of 40 mm to 50 mm size unless

otherwise specified in the item. The under burnt of over brunt brick bats shall not be

The brick bats shall be measured by suitable boxes as directed.

The bricks shall be hard or machine moulded and made from suitable soils and burnt.

They shall be free from cracks and flaws and nodules of free lime. They shall have