Work of laying RCC roads and pavers from the budget of Municipal Councillor, MP/MLA and others at different places in Zone Vasna Ward and work of constructing new footpaths, repairing existing footpaths, repairing central verges and other necessary ancillary works on different TP roads (ARC).

Providing and Laying of Rubber Moulded Paver Block Grey/Coloured

60 mm thick, M-35 Grade of any size ; shape (Usually Uni-Paver

Blocks) using black trap good quality aggragate of 20 mm nominal size

for footpath, parking areas, service lanes and other areas as

mentioned in the drawing / instruction of engineer in charge. Cost

includes formworks using rubber mould, Rate providing and laying

paver blocks as per required grading and specification. The paver

block shall be mechanically compacted. The work of paving blocks ₹

shall be executed in line and level by skill mason of flooring work only.

It should be laid in such a way that the no cutting of the paver block to

be necessary. if cutting of paver block necessary then it should be

cut by machine only and carting. The finished surface of the paver

block shall have resonably good, plain finished. Paver blocks shall be

compacted and shall be relaid if necessary. Gravel or such type

of materials shall not be allowed for production. Laying on

5cms thick sand beddding.

Providing and laying cement concrete 1:5:10 (1- Cement : 5-

fine sand : 10- graded brick bat aggregates 40mm nominal ₹

16 size) and curing complete. 160 CMT

SOR 23-24 IT NO 05006A

Providing and laying cement concrete 1:3:6 (1- Cement : 3-

Coarse sand : 6- Hand broken stone aggregates 40mm nominal ₹

17 size) and curing complete. 320 CMT

SOR 23-24 IT NO :05005A

Painting Two Coats on divider and footpath curb surface / New

Concrete Surface ( Painting two coats after filling the surface with ₹

18 synthetic enamel paint in all shades on new plastered concrete 1600 SMT

Providing TMT Bar FE500D reinforcement for R.C.C. Work

19 including bending,binding and placing in position complete 9600 KG

upto floor two level SOR 23-24 IT NO :05014C

Providing and Casting in situ ordinary cement concrete M200

20 for R.C.C. Raft and cutt off walls including necessary shuttering 480 CMT

laying, vibrating, ramming and curing complete.

(B) Walls, fom top of foundation level upto floor two level (upto

SOR 23-24 IT NO :27014A

P/A Tremix with dewartering machine and floater machine on

constructed CC work for finishing the surface as per requirement. The ₹

rate including allmachinaries, labor, loading, unloading, ransportaion

etc complete as per direction given by engineer in charge.

Making 15 mm. Groove in RCC work on road & filling it with

22 polysulfied selant & finished ot good incl. all labour charges etc. 640 RMT

comp.as directed.

Labour work for fixing interlocking blocks / any kind of pavement on

upto 50 mm th sand bedding, levelling, watering and fixing in line ₹

& level as well cleaning the site etc.comp. as directed.

Contractor signature Addi. City Engineer

AHMEDABAD MUNICIPAL CORPORATION

West Zone, Zonal Office", 2nd Floor, A.M. Office, Dr. Ramanbhai Patel Bhavan, Usmanpura,

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

Municipal Commissioner invites Percentage Rate sealed tenders from interested

MEMORANDUM OF WORKS IN BRIEF

1 Name of work ૫.ઝોન વાસણા વોડમાં ુદ ુદ જ યાએ .ુ કાઉ સીલર, એમ.પી/એમ.એલ.એ તથા

2 Time Limit 12 Months

3 Tender Validity Period 120 Days from the date of opening of the tender

4 Eligibility Criteria Register “D” class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs.

6 Earnest Money Deposit Rs. 99210/- (Demand Draft or pay order in favour of Municipal Commissioner,

Ahmedabad /) To be submitted as prescribed in 9.0 below. Demand Draft or Bank

Guarantee shall be from Nationalized Bank / Sheduled Bank and valid for 120 days. (As

per AMC finance dept.circular No-5 Dt.5/5/07 & F.D. Circular No. 29 Dt. 7/08/2010).

.(As per AMC finance dept.circular No-5 Dt.5/5/07 & F.D. Circular No.

Dt.7/08/2010) & attched ANNEXURE - 1 finance dept.circular No- 14 Dt.4/6/13,

Circular No. 12 Dt.14/06/2021) & attched ANNEXURE - 1 finance dept.circular No-

7 Security Deposit 5% of the Sanctioned Tender Amount in form of Bank Guarantee/

Demand Draft / Local MICR Cheque.

8 Tender fees Rs.2400.00/-Demand Draft in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

9 Submission of EMD and In separate sealed cover each for EMD and Tender Fees along with

Tender Fees Tender as described in the invitation of tender and submitted to Assistant

Manager (west zone),Ahmedabad Municipal Corporation, West Zone,

Zonal Office", Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad.

10 Tenders issue date Tenders from the AMC website www.egovamc.com shall be down loaded

from AS PER TENDER NOTICE INVITED

11 Last date of receiving As per Notic inviting Tender / Addendum / Corrigendum.. The

Tenders. tenders received after latest schedule date and time will not be entertained

under any circumstances.

12 Date of Opening As per Notic inviting Tender / Addendum / Corrigendum (only

Techanical Bid) to Assistant Manager / Dy.C.E.(W/Z) office, 2nd Floor,

Dr. Ramanbhai Patel Bhavan,Usmanpura, Ahmedabad Municipal

Corporation, W.Z. Office, Ahmedabad-380013

13 Mode of sending the This is a two bid System Tender Hence Financial Bid shall be Opened

Tender Documents and only for the Technically Qualified Bidders.

evalution of tender Document shall be physically submitted in sealed envelope (two-bid

system) By RPAD/Speed post/ Hand Delivery in sealed covers in

Duplicate (One Original & One Duplicate) duly sign & seal by contractor

EMD in the form of Demand Draft/ Bank Guarantee shall be sealed in

separate envelope and along with Volume-I marked Envelope ‘A’ only

(Technical Bid). and Volume-II shall be sealed in another separate

envelope, marked envelope ‘B (Financial Bid). Both envelopes ‘A’ and

‘B’ shall then be sealed in one large envelope.

The first envelope ‘A’ containing technical bids from the bidders received,

shall be opened in the presence of the bidder’s representatives as per NIT

and the technical bids shall be scrutinized by AMC for satisfying eligibility

criteria for the bidders for this work. Then, the financial bids – Volume-II

(envelope ‘B’) from the eligible tenderers only shall be opened. The actual

date of opening of financial bids shall be communicated to technically

qualified bidders at a later date.

Tenders received without EMD shall be considered as Non-Responsive and

shall be rejected outright. ..

14 Terms, Condition, & All general condition of contract of Form B1 condition of contract shall

Specification be applicable..

15 Defect &Liability Period The contractor shall be responsible to make good and remedy at his own expense

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

hereunder from the certified date of completion, The within 15 days of receipt of

the notice. In the case of failure on the part of the contractor, the Engineer-in-

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

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

any part of the amount of security deposit towards the expenses, if any, Incurred

by him in rectification, removal or re-execution. The Defects Liability period

shall be as under(a) for all works costing upto Rs. 50,000 ( amount put to

tender), the period shall be 3 months from the certified date of completion.

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

tender), the period shall be 6 months from the certified date of completion or one

monsoon, whichever is later.

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

months from the certified date of completion which should include one

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

monsoon period following the certified date of completion, whichever is later.

For the purpose of deciding the monsoon period, the 30th September may be

treated as the last date.

16 Time permitted to start Whenever a work is allotted by Engineering staff, whether minor or major

parts of work of part thereof of any amount, the contractor shall be bound to start the

works within 48 hours of intimation of work. Communication done

telephonically via SMS, Via Whatsapp and through letter / E-mail shall be

considered legal and binding for the same. Failure of comply to start the

works in 48 hours of intimation as above by contractor the contractor shall

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

Lakhs), (2) Rs.2500 per day (for tenders amounting above 10 Lakhs and

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

Lakhs). Three times failures by contractor shall make contractor

responsible to be black listed unless and otherwise justified properly in

writing / binding within 15 days of last notice of penalty.

17 Compensation for Delay 10% of Remaining work

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

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

And The Same As to be Attached Along With The Tender Document.

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

Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to reject any or all

the tenders without assigning any reasons thereof.

Seal and Signature of the Bidder Add City Engineer

(West Zone) (West Zone)

As per account department(A.M.C.) circular no. 12, Dt.14/06/2021 Bank guarantee of

said work must be of Ahmedabad city branch, which mentioned as bellow.

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

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

(B). Guarantees issued by following banks will be accepted as SD/EMD for the period up

to March- 31, 2022. The validity cut-off date in the GR is with respect to the date of

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

1 Commercial Banks :-

5. Kotak Mahindra Bank

6. IndusInd Bank

8. Tamilnadu Mercantile Bank

9. Ujjivan Small Finance Bank

10. A U Small Finance Bank

11. Federal Bank

12. Equitas Small Finance Bank

13. Bandhan Bank

14. Standard Chartered Bank

15. City Union Bank

2 Co-operative and Rural Banks Of Gujarat :-

1. The Mehsana Urban Co-operative Bank Ltd

2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. Nutan nagrik Sahakari Bank Ltd

4. The Kalupur Commerical Co-operative Bank Ltd

5. Rajkot Nagarik Sahakari Bank Limited

6. The Gujarat State Co-Operative Bank

7. Sarswat Bank

8. Saurashtra Gramin Bank

Seal and Signature of the Bidder Addl City Engineer

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (hereinafter called “the Employer”) invites

sealed Tender document from reputed and qualified bidders for the construction of Works detailed in the

Sr. Name of Works Approximate Earnest Completi

No. value of works Money on

(Rs.) Deposit (Rs.) Period

.ુ કાઉ સીલર, એમ.પી/એમ.એલ.એ તથા અ ય 99,20,990.97 Months

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

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

3. Tender (a complete set of bidding document) fee shall be Rs. 2400.00 in the form of Demand Draft /

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

payable at Ahmedabad, which shall be non refundable. The Details of Tender fees shall be submit with

scan copy at the time of Quoting price bid of the tender and Physically to be submitted along with

technical bid Vol.-1 with other enclosure.

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

above Table payable at Ahmedabad and drawn in favour of MUNICIPAL COMMISSIONER,

Ahmedabad, payable at Ahmedabad,. Earnest Money Deposit will have to be specified in Clause 2 of

Financial Condition.

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

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

Ahmedabad-380013.

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

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

W.Z. Office, Ahmedabad-380013. in the presence of bidders or their representatives who choose to attend.

In the event of the specified date of bid submission/opening being declared a holiday for the Employer,

the bids shall be received /opened on the next working day at the same place and the same time.

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

a).This is a Two bid System Tender.The Bidder should quote the price bid in tender form before schedule

time Tender Document Vol. 1 , tender fee & EMD (Draft /DD) and all other enclosures as asked in tender.

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

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

Post/ Hand Delivery in duplicate.Seprate envolup to be submitted by the bidder clearly marked as

“Technical Bid” and “Financial/Price bid” Price bid shall Remain Only the Price bid, Whenever

all othe Documents to be submitted Under The envolup of “ Technical Bid” This envelope shall be

sealed in an outer envelope. The Bid envelopes shall be marked as follows:-

 Tender Document

 Registration certificate of class

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

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

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

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

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

for the misplacement or premature opening of the bid.

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

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

2. Assessment of Submission

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

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

then announce the names of bidders in the presence of bidders or their representatives who choose to

attend on the date and time mentioned in the NIT In the event of specified date of bid opening being

declared as a holiday for the Employer, the Tender will be opened at the appointed time and location

on the next working day.

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

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

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

consider appropriate. As per the checklist.

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

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

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

responsive and the Tender volume will be returned to the bidder.

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

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

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

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

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

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

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

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

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

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

deviation or reservation.

3. Evaluation and Comparison of Tender volume

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

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

accordance with Clause 5(General Terms and Condition).

4. Procedure for Tender Opening

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

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

bidder bid will be considered for opening of price bid.(Following clause no. 5 of ITB).

5.1 The Employer will award the Contract to the bidder whose bid has been determined to be substantially

responsive to the bidding documents and who has offered the lowest Evaluated Bid Price, provided

that such bidder has been determined to be (i) eligible in accordance with the provisions of Clause

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

5(General Terms and Condition).

6. Notification of Award

6.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer will notify

the successful bidder by cable/fax and confirmed by registered letter that his bid has been accepted.

This letter shall name the sum which the Employer will pay the Contractor in consideration of the

execution, completion and maintenance of the Works by the Contractor as prescribed by the Contract.

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

7. A successful Bidder has to deposit security deposit / Bank Guarantee as per As per City Engineer

Circular (WRM) no. 6 2011/12 DT: 24/06/2011 after receiving letter of Indent. Time limit of

work will commence from the date of issue of work order.

8. Clarification of Bids

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

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

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

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

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

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

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

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

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

officially concerned with such process until the award to the successful bidder has been announced.

Any effort by a bidder to influence the Employer's processing of bids or award decisions may result in

the rejection of his bid.

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

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

a contract for construction of the Works. The costs of visiting the Site shall be at the bidder’s own

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

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

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

agents from and against all liability in respect thereof and will be responsible for death or personal

injury, loss of or damage to property and any other loss, damage, costs and expenses incurred as a

result of the inspection.

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3 Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

1.1 The Ahmedabad Municipal Corporation hereinafter called "the Employer" invites Tender document

for the construction of works (as defined in these documents, hereinafter referred to as "the Works")

detailed in the table given in the IFB.

1.2 The Works consist of: “as Above "

Source of Funds

1.1 The expenditure on these Works will be met by AHMEDABAD MUNICIPAL CORPORATION.

3. Eligible Bidders

3.1 This invitation for bids is open to bidders who has necessary bid capacity and who meet the following

 A bidder shall not be under a declaration of ineligibility for corrupt or fraudulent practice.

 The bidders shall have a registration with State PWD, and/or CPWD for "E1" class and or

equivalent. If contractor is not registered with AMC in the relevant class, on award of contract he

shall be required to register himself with AMC within 3 month's time.

Bidders shall provide such evidence of their continued eligibility satisfactory to the Employer, as the

Employer shall reasonably request.Subject to Submition of Succsesful Submition as per Clause –II of

4. Eligible Material, Equipment and Services

4.1 At the Employer's request, the bidder having offered the lowest evaluated financial bid may be

required to provide evidence of the origin of materials, equipment, and services to the satisfaction of the

4.2 For purposes of Sub Clause 4.1, "origin" means the place where the materials are mined, grown,

produced or manufactured; similarly for equipments and from where the services are provided.

5. Qualification of the Bidder

To be qualified for award of Contract, bidders shall:

a) Submit a written power of attorney authorizing the signatory of the bid to commit the

General information

All individual firms must complete the information in this form. Nationality information shall be provided

for all owner(s) or applicant(s) that are partnership or individually owned firms.

1 Name of firm:

2 Head office address With Contact no.:

3 Local office address (if any) With Contact no.:

4 Telephone/ Contact With name :

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

 Additional information regarding litigation, debarment, arbitration, etc.

Authorised Signeture Bidder

5.3 Disqualification

Even though the Bidders may meet the above criteria, they are subject to be disqualified for any of the

following reasons:

a) Misleading or false representation in the forms, statements and attachments submitted and included in

b) Record of poor performance such as abandoning the work, rescinding of contract for which the reasons

are attributable to the non-performance of the contractor, consistent history of litigation awarded

against the applicant or financial failure due to bankruptcy.

c) Has been identified by the Employer as poor performer in implementation of ongoing AMC works.

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and words)

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and words)

only in E-Tender (Online) Not to fill in hard copy of Tender documents

5.4 Debarment/Black listing

Notwithstanding the above, the Employer may debar or blacklist any of the bidder(s) for their misleading

or false representations in the forms statements etc. for the period to be decided by the Employer.

6. One Bid per Bidder

6.1 Each bidder shall submit only one bid per contract package either by himself or as a partner in a joint

venture. A bidder who submits or participates in more than one bid for a contract package will be

7. Bidding Documents

The bidder is expected to examine carefully the contents of all the above bid documents. Failures to

comply with the requirements of bid documents will be at the bidder's own risk. Pursuant to Clause

bids which are not substantially responsive to the requirements of the bidding documents will be rejected.

8. Language of Bid

The bid, and all correspondence and documents related to the bid exchanged between the bidder and the

Employer shall be written in the English language. Supporting documents and printed literature furnished

by the bidder may be in another language provided they are accompanied by an accurate translation of the

relevant passages in the English language, in which case, for purposes of interpretation of the bid, the

English translation shall prevail.

9.1. Unless stated otherwise in the bidding documents, the Contract shall be for the whole works as

described in bidding documents, based on the percentage rate amount in the Bill of Quantities

submitted online by the bidder.

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in figures and

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in figures and

words) for overall items of the Works provided in the Bill of Quantities

10. Bid Validity

10.1 Bids shall remain valid as per Instruction to Bidders (ITB) after that deadline date for bid submission

specified in Clause. The Employer as non-responsive shall reject a bid valid for a shorter period.

10.2 In exceptional circumstances, prior to expiry of the original bid validity period, the Employer may

request the bidders to extend the period of validity for a specified additional period. The request and

the responses thereto shall be made in writing or by fax. A bidder may refuse the request without

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

will be required to extend the validity of his Bid Security for the period of the extension, and in

compliance with Clause 2 ( Financial Terms & Conditions) in all respects.

11. Format and Signing of Bid

11.1 The bidder shall prepare two copies of the documents comprising the bid as described in Instructions

11.2 The bid shall be typed or written in indelible ink and shall be signed by a person or persons duly

authorized to sign on behalf of the bidder.

11.3 The bid shall contain no alterations, omissions or additions, except those to comply with instructions

issued by the Employer, or as necessary to correct errors made by the bidder, in which case the

person or persons signing the bid shall initial all such corrections.

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

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

Bids must be received by the Employer at the address specified above not later than the time and date

specified in the NIT.

Any bid received by the Employer after the deadline for submission of bids will be returned unopened to

14. Signing of Agreement

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

Employer will direct him to submit the Performance Security and attend the Employer's office on a date

determined by the Employer for signing the Form of Agreement.

15. The selection process will lay high emphasis on the ability and competency of contractors to do high

quality work within the given time schedule.

16. The onus of providing, all necessary company / project related information, in appropriate manner and

medium, so as to demonstrate the competency of the bidder and to allow proper evaluation, will rest

entirely on the Bidder.

17. All clause shall be operative from the date of issue of work order and up to the expiry of original and

extended time limit.

18. Legal Condition:-

 Corrupt or Fraudulent Practices

The Employer will reject a proposal for award if he determines that the Bidder recommended for

award has engaged in corrupt or fraudulent practices in competing for the contract in question. The

Employer will declare the firm ineligible, either indefinitely or for a stated period of time, to be

awarded a contract by AHMEDABAD MUNICIPAL CORPORATION if it at any time determines

that the firm has engaged in corrupt or fraudulent practices in competing for the contract, or during

 “corrupt practice” means behavior on the part of officials in the public or private sectors by which

they improperly and unlawfully enrich themselves and/or those close to them, or induce others to

do so, by misusing the position in which they are placed, and it includes the offering, giving,

receiving, or soliciting of anything of value to influence the action of any such official in the

procurement process or in contract execution; and

 “fraudulent practice” means a misrepresentation of facts in order to influence a Procurement

process or the execution of a contract to the detriment of the Borrower, and includes collusive

practice among bidders (prior to or after bid submission) designed to establish bid prices at

artificial non-competitive levels and to deprive the Borrower of the benefits of free and open

 Municipal Commissioner reserves the rights to reduce/increase the scope of work and contract without

assigning any reason thereof.

 If Ahmedabad Municipal Corporation is convinced that the Bidder has resorted to material

misrepresentation or provided fraudulent information / statement, the said Bidder will be liable for

disqualification / rejection at any stage.

 Proof for fulfillment of eligibility criteria should be submitted along with Tender volume. If the

Tender volume is submitted without valid documents and without proof of eligibility criteria it will be

 Those who do not meet with the eligibility criteria need not submit the Tender document.

 Tenders, which do not fulfill all or any of condition or are submitted incomplete in any respect or are

conditional tenders, will be rejected.

 Contractor shall be responsible to obey all Labour Laws, Environmental and Safety Laws.(the existing

laws as well as framed from time to time). Any penalties laid due to violation of such laws shall be

directly deducted from the contractor's outstanding.

19. Administrative Conditions:-

 Safety and Signage

Contractor has to arrange for the complete safety of the persons working for project, users of the road

i.e. public and vehicles also. All the arrangements of traffic drums, metal / fiber cones, traffic blinkers,

traffic signs as per design, safety tapes etc. to be arranged at site. Necessary florescent marking on

traffic signs to be provided so that it should be visible at night. During night working hours safety in

charge personnel shall be provided with florescent jackets. This shall be Provided at no extra cost

by the bidder under attaché with specified in the tender documents under payable iteme.

 Liaison with local authority for electrical connections for the AMC

The contractor is responsible for liaison with local authority for change in supply connection or new

connection on behalf of AMC. It includes filling the necessary application to power Supply Company,

follow up and getting the supply, filling the necessary test reports to the power supply company. All

official fees including security deposits and other expenses shall be of initially paid by the contractor.

AMC may support to get the temporary connection and may at its diseretien get the same

converted to permanent connection at the same of AMC if desired do,and contractor shall as no

extra cost support the same. In this case AMC my be as the remaining cost subject to approval.

20 :- CONTINGENT FEE:

 The Contractor warrants that he has not employed any person to solicit or secure the contract upon

any agreement for a commission, percentage, brokerage or contingent fee. Breach of this warranty

shall give the Municipal Commissioner the right to cancel the contract or to take any other

measure as the Municipal Commissioner may deem fit. The warranty does not apply to

commissions payable by the contractor to establish commercial or selling agent for the purpose of

securing business.

 No officer, employer of the Municipal Corporation be admitted to any share or part of this contract

or to any benefit that may rise there from.

21:- OVERPAYMENT AND UNDERPAYMENT:

Whenever any claim fourths payment of a sum to the Municipal Corporation arises out of or under

this Contract against the contractor the same may be deducted by the Municipal Corporation from

any sum then due or which at any time thereafter may become due to the contractor under this

contract and failing that under any other contract with the Municipal Corporation or from any sum

due to the contractor with the Municipal Corporation (which may be available with Municipal

Corporation), or from his retention money, or he shall pay the claim on demand. The Municipal

Corporation reserves the right to carry out post payment audit and technical examination of the final

bill including all supporting vouchers, abstracts, etc.

The Municipal Corporation further reserves the right to enforce recovery of any over payment when

detected not withstanding the fact that the amount of the final bill may be included by the Contractor.

If as a result of such audit and technical examination any over payment is discovered in respect of

any work done by the Contractor or alleged to have been done by him under the contract, it shall be

recovered by the Municipal Corporation from the contractor by way of all the means prescribed

above or if any under payment is discovered by the Municipal Corporation, any amount due to the

contractor under this contract or under payment may be adjusted against any amount then due or

which may at any time thereafter become due before payment is made to the contractor from him to

the Municipal Corporation on any other contract account whatsoever.

If, at any time, there should be evidence of any lien or claim for which owner might have become

liable and which is chargeable to the contractor, the owner shall have the right to retain out of any

payment then due or thereafter to become due an amount sufficient to completely indemnify the

owner against such lien or claim or if such lien or claim be valid the owner may be or become due

and payable to the contractor. If any lien or claims remaining, unsettled after all payments are made,

the contractor shall refund or pay to the owner all money that the latter may be compelled to pay in

discharging such lien or claim including all cost and reasonable expenses.

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

 Joint venture and subcontracting shall not be allowed under this tender

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

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

corrigendum before submission of tender duly filled in by the contractor. Therefore, the contractors

shall have to kindly refer the tender for such addendum or corrigendum published by AMC through

its website www.egovamc.com 48 hours prior to the deadline of submission of the tender.

Tenderers shall verify the number of addendum issued and enclose the same with the tender

documents , failing which the tenders shall be liable for rejection and no any complaint in respect to

this shall be entertained under any circumstances.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

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

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

Currencies of Bid and Payment

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

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

2. Earnest Money Deposit :-

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

valid for 28 days beyond the validity of the bid.

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

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

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

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

2.4 Earnest Money Deposit may be forfeited

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

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

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

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

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

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

(five percent) of the Contract Price .

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

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

discontinuity period.

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

format shall be issued as per Memorendum of work.

(E) Retention :-

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

along with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

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

6. Mobilization advance will not be given.

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

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

As per AMC Rule

9. Tax, Duties on Materials

All charge on account of Octroi ,excise duties, terminal tax, sales tax. Service tax, VAT etc. on material

procurement or any other component for the works from any source shall be borne by the contractors.

All duties, taxes, Service Tax and other levies payable by the Contractor under the Contract, or for any

other cause as of the date 28 days prior to the deadline for submission of the bids, shall be included in

the rates and prices and the total bid price submitted by the bidder and the evaluation and comparison

of bids by the Employer shall be made accordingly.

Special Clause:

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

be deducted against works welfare cess.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

General terms & conditions

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

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

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

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

Department with the correction slips made up to 15-08-1999 may be referred. (only English version)

Clause No. -2 liquidated damages for delay shall be overrule by A.M.C.’s M.C.circular no.- 9 dt.

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

Engineering in charge.

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

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

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

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

6. All measurement and computations, unless otherwise specified shall be carried out nearest to the

following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

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

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

specifications shall be deemed to be included therein.

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

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

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

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

Engineer in charge.

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

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

before using them in the work.

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

the site of work within 24 hours.

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

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

checking lines, levels, alignment of the works & all precautionary measures during execution shall

have to be kept in sufficient numbers and in good working condition at the site of the work. All

excavated trench shall be kept covered with barricade and caution tap.

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

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

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

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

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

completion of the work.

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

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

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

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

of the work itself.

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

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

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

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

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

for this project.

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

contractor. The contract agreement shall have to be executed between AMC & the agency to which

work is awarded for execution.

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

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

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

order to the contractor.

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

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

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

order to the contractor.

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

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

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

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

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

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

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

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

intent of the plants and specifications.

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

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

will be payable by the contractor.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

sets etc. as the case may be.

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

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

certificate and solvency certificate.

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

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

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

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

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

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

amount of work increases/ decreases.

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

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

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

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

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

reject any or all the tenders without assigning any reason thereof.

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

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

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

site is not available and due to unavoidable circumstances arise), after evaluation of situation the

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

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

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

done by the contractor.

41. Conditional tenders will not be accepted.

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

Date Ahmadabad Municipal Corporation

ybœtJtœ BGþrlrmvj ftuvotuhuNl

ftb btxulwk xftJthe œh Jt¤wk xuLzh ylu ftuLx[tfx

xuLzhh btxule Nh<tuu

1 y: yt xuLzh su <u Jdolt y.Bgw.ftu y&Jt fuLî{ y&Jt htsg mhfthle btLg gtœelt ftuLx[fxhtu Che NfNu.dJobuLxlt btLg

ftuLx[[tfxhu y.Bgw.ftuvtuo. bt btLg ftuLx[[tfxhtu le gtœebtkk hSMxuNl fhtJJtlwk hnuNu.

1 c: btLg ©uKelt ftuLx[tfxh <hefu ltuk^Kelwk «btKvºtle MJ «btKe< fhuj lfj xuLzh mt&u stuzJtle hnuNu.

1 f: xuLzhhle jtgft<

ftb sJtcœth xuLzhh <ubs su xuLzhh mwaJuj ftuLx[tfxhle ©uKebtk ytJ<t ntug <ubs ftb fhJt mûtb ntug <ublu s ytvJtbtkk

ytJNu. ftb yvt<t vnujt ftuLx[tfxhu ftb mkk<tu»tfthf <ubs xtRb jebexbtkk vwÁk fhJt sYhe mJj<,ylwCJ, ûtb<t ylu

VtgltLmegj hemtumo hsw fhJtlt hnuNu.

1 z: ybœtJtœ Bgwrlrmvj ctuzo XhtJ lk - 3836,<t.25/11/2011 &e b¤uj bkswhe ylwmth <&t mexe.Rsluh mh¾gwjh,lk -

17,<t.09/12/2012 bwsc ybœtJtœ Bgwrlrmvj ftuvtuohuNlbtk ftuLx[t¾xh hSMxuNl Ve,heLgwyj Ve <&t yvd{uzuNl Ve

ylu btv œkztu ægtlbtk htFe <u bwsc ybj fhJtltu hnuNu.

1 R: xuLzh Ch<t vnujt xuLzhhu mtRx rlheûtK fhe juJwk. xuLzhh ftblt «fth, ngt< hM<t, vtKe btdo, mkkath ylu JvhtNlt ceò

hM<tytu&e mkk<wÐ ntuJtlwk btle juJtbtkk ytJNu. xuLzhhu ftblu mtRx ylu rcÕzekkd(fu su ftb fhJt, ftb vwhwk fhJt <&t ftblt

buRxulLm btxu cltJuj ntug).<ubs xuLzhhu yt mtRxlt ftb btxu, rcÕzekkd btxu, gtzo, zevtu btxule søgt vtu<tle he<u bu¤Je

juJtle hnuNu. (xuLzhlwk ftb fhJt, ftb vwhwk fhJt <&t ftblt buRxulLm btxule søgt)

2: yt ftble mbg bgtoœt xuLzhbtk sKtÔgt bwscle hnuNu. (bubtuhuLzbbt sKtJuj «btKu)

3: xuLzh Jujezexe rvhegz xuLzhbtk sKtÔgt bwsc hnuNu. (bubtuhuLzbbt sKtJuj «btKu)

4: xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.

xuLzh Vtubo ylu ylwmwrabtkkle œhufu œhuf Ftje søgt xuLzh Chlthu Chuje yt mt&u btufjujt œM<tJus vh< fhJtlt hnuNu.

6: ftuLx[tfxhtuyu leaule ctc<tu ft¤SvwJof JtkkaJt rJlkk<e Au.

1) J^w fu ytuAtle xftJthelt œh Nçœtu <ubs ytkkfztbtkk ytvJt.

2) ftuR fkkvlelu ltbu xuLzh juJtbkkt ytÔgwk ntug <tu fkkvle J<e xuLzh vh mne fhlth Ôgrf<lu yr^f]< fh<wk bwFðgthltbwk xuLzh

mt&u hsw fhJtlwk hnuNu.

3) Bgwrl.ftuvtuohuNllt «J<obtl rlgbtu ylwmth yluMxble ChJtle hnuNu.ylu xuLzh mt&u cezJtle hnuNu.

4) ftuLx[tfxhu RLfbxuût mkkckr^< vtl lkch <&t cukf zexuRj ytvJtle hnuNu.

5) ftuLx[tfxh vtmu ydtWlt ylwCJt ykdult «btKvºttule lfj xuLzh mt&u hsw fhe NfNu.

6) xuLzh Nh<tu ylu MvuNeVefuNl <&t CtJ vºtflt œhuf vtlt ylu rJd<tu vh ftuLx[tfxhu mne fhJe.

7) <btb mw^tht, AufAtf ylu Dwkxujt jFtK vh ftuLx[tfxhu xwkfe mne fhJe.

7: AufAtf xuLzh Chlthlu sKtJJtbtkk ytJu Au fu xuLzh œM<tJustult jFtKbtk ftuR AufAtf fu VhuVth fhJt œuJtNu lrn ylu ytJe

ftuR AufAtf fu VuhVth juJtNu lrn, <ultkk jFtKbtkk ftuR Cwwj ntug <tu <ult vh l Dwkx<t Ftuxt jFtK fu ytkkfzt vh Auftu bthelu

<ult mtawk jFtK fu ytkkfzt MvÐ Wfju <u he<u jFJt. «ðguf mw^tht vh xwkfe mne fhJe.

8 y: xuLzh hsw fh<tkk vnujt Ftm fhelu xuLzhbtk œNtoJuj mwaltytulwk vtjl fhJtbtkk ytÔgw lrn ntug <tu xuLzh ybtLg dKJtbkkt

ytJNu <ule ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ ylu ftuLx[tfxhtult btdoœNol btxu mtbtLg rlgbtu ylu mwaltytu

vK ft¤SvwJof JtkkaJt rJlkk<e Au.

1) ftuRvK fthK œNtoÔgt rmJtg ftuRvK fu c^t xuLzhtu yMJefth fhJtltu nf yctr^< hnu Au.

8 c: Wvhle ctc<tu Wvhtkk< xuLzh leault mkkstudtubtkk <h< ybtLg XhJtlu vtºt &Nu.

1) xuLzh Chlth, rlg< ftb y&Jt ftb btxu bkswh fhuj y&Jt CtJ vºtflt ftuR ftuz y&Jt vîr< y&Jt rJd<tubtkk bwfuj Nh<

y&Jt mw^thtbtkk ftuR VuhVth mwaJ<t ntug.

2) xuLzhlwk ftuR vtlwk fu vtlt ftZe ltkkÏgwk/ltkkÏgt ntug fu cœÕgwk/cœÕgt ntug.

3) c^t mw^tht J^tht y&Jt atukxtzuje ftvjeytu Wvh xuLzh Chlthu xwkfe mne l fhe ntug.

4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

5) xuLzh Chlth y&Jt vuZele ctc<btkk œhuf Ctdeœth y&Jt <u ykkdulwk bwFðgthltbwk ^htJlth Ôgrf< mne l fhu y&Jt

xuLzhbt <u btxu htFJtbtkk ytJuje søgtbtkk mne/mneytu Wvh ftuR mtûteyu mtF fhe l ntug.

8 f: Nh<e xuLzh MJefthJtbtk ytJNu lne.

8 z: xuLzh MJefthJw , hœ fhJw, ftulu ytvJw ylu fgt CtJ&e ytvJw <u ykdu Bgwrl. frb§h©eltu rlKog ytFhe hnuNu. ftuR

fthKmh stu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykkdu ftuLx[tfxh ftuRvK «fthltu lwfNtle fu J¤<hltu nff œtJtu fhe NfNu

lrn fu ftgœtfeg ftgoJtne yt ykkdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve s œuJtlwk Au <uJtu &R NfNu lrn.

9: rJmkkdr< ylu rnmtc stud:

nt& ^hJtlt ftbtule ctc< œNtoJ<t CtJ vºtf btklt sÚ&t ylu hfble ftuRvK Cwjawf leault rlgbtu ylwmth mhCh fhJtbtkk

1) xuLzh Chlthu œhlt Ftltbtkk sKtJuj Nçœtu ylu ytkkfzt Jåau ftuR ymkkdr<lt fumbtkk Nçœtubtkk sKtJuj hfb btLg htFJtbtkk

2) yufb œh ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu œNtoJ<e CtJ vºtf lt Ftltbtkk&e hfbbtkk Cwj sKtg <tu yufb

œh btLg htFJtbkkt ytJNu ylu œhlt yt^thu dwKtfth mw^thJtbkkt ytJNu.

3) yufblt Ftltbtkk&e <ubs ytd¤ Fuka<t mhJt¤tle <btb Cwjtu mw^thJtbkkt ytJNu.

4) ctc<tu y&Jt mhJt¤t mtbu vwhu ytkkfzu fhuj ftuR vK ctc< ægtlbtkk juJtbtkk ytJNu lrn.

10y: ftbltu «tud{um mbg bgtoœt bwsc fhJtltu hnuNu.

xuLzhbtk ftuLx[t¾xh îtht Chujt CtJ <btb «fthlt su <u «J<o<t mhfthe xuût mrn<lt CtJ dKJtbtk ytJNu. ylu <ubtk atjw ftb

œhBgtl su ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk ytJNu lrnk.

10c: mûtb m•tt îtht xuLzhle bkswheltu XhtJ vtzgt ctœ ( LOI) ytvJtbtk ytJNu ðgth ctœ rœl - 15 btk rm¾gtuhexe zevtuÍex

sbt fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «J<obtl rlgb ylwmth ftgoJtne

10f: bkswh &guj xuLzhle mbgbgtoœtbtk ftbdehe vqKo l &tg <tu mbgbgtoœt ctœlt FhuFh ctfe ftble hfblt 10% juFu

(jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkkfujt œh vwhtk &gujt ftb btxult Au ylu <ubtk bswhe, vtjF, ÃjtLx,

œuFhuF,mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykkNu <btb Faoltu <&t sYh sKtg <tu ylu ðgthu ht<vt¤elt

ftblu juJt c^t J^thtlt Faoltu mbtJuN &Nu ylu xtkkfujt CtJ fu œh fh<t J^thtle ftuR awfJKe ykkdult <ublt ftuR œtJt

ægtlbtkk juJtNu lnekk ylu xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu(vAe<u ctkk^ftb rJCtdltu fboathe ntug fu

l ntug)<ublu ytvuje btne<elu yt^thu vtA¤&e ftuR œtJt hsw fhJt nfœth hnuNu lnekk. <ublw xuLzh ChJt <&t <ubtkk swœt

swœt CtJ ylu œh ChJt btxu sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw fhJtlu je^u

y&Jt <ubtkk&e WCt &<t ftuR stuFb fu sJtcœthebtkk&e Axfe NfNu lnekk. mœh ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj

Wvh CtJ J^thtu ytvJtbtk ytJNu lrnk.

11 c: ftuLx[tfxhtulu vubuLx / hlekd cej Bgwrl. frb§h©elt su <u «J<obtl rlgb bwsc fhJtbt ytJNu.<&t Bgwrl.

frb§h©e/mexe Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu ftbdehe/ybj fhJt ckDlf<ot hnuNu.

11 f: ftuLx[t¾xhlt œhuf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk vubuLx +

yu¾x[t ytRxb) 2 % juFu hexulNl ble ftvJtbtk ytJNu su VtRlj cejbtk vh< ytvJtbtk ytJNu.

11 z: htsg / fuL÷ mhfth©elt JF<tuJF<lt ftgœt bwsc su ftuR hfble fvt< fhJtle &Nu <u bwsc ftuLx[[tfxhlt cejbtkk&e fvt<

12: yu)fhth mkkc^e œM<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.

ce)xuLzhbtk œNtoJuj ftb mkkck^e œM<tJusbtkk œNtoJuj rJd<btkk rJmkkd<<tlt rfMmtbtk leau œNtoJuj ¢btlwmth

œM<tJusbtkk œNtoJuj rJd< d{tng htFJtbkkt ytJNu.

yu) yufb ylu fœ

2) xuLzh Vtubolwk CtJvºtf

z[tuRkdbtk fœ, ytfth, ytkkfzt fœta Ftuxt ntug <tu btvujtkk fœ, ytfthlu ylwmhJwk.

2) xuLzh Vtubole ylwmwra-ce

Cwj Chujt fu Ftuxt JKollt rfMmtbtkk yt mkkck^e Wvhefûttyu rJmkkd<<t ykdule ltuk^ bwfe

yuze.me.R/zu.Bgwrl.frb./Bgwrl.frb.le bkswhe bu¤JJtbtk ytJNu ylu <u bwsc fhJtbkt ytJuj rlKog ykkr<b dKJtbkkt ytJNu.

13 : xuLzhhu z[tuRkd fu MvuNeVefuNlbtkk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe ylu Rsluh Rl-atsuo Ãjtl <&t

MvuNeVefuNlle ûtr<ytu mw^thJe <&t <ulwk mtawk y&oDxl fhtJJwk.

14 : yt Wvhtk< y.Bgw. ftuvtuo. lt slhj ftuLx[tfx fLzeNl vK btLg htFJle hnuNu.

15 : yufe JF<u yuf fh<t J^w søgtytuyu ftb NY fhJtltu Jfo ytuzoh b¤u <tu ftb yuf mt&u s c^u NY fhJw vzNu.

16 :atjw ftbu mrJom jtRllu lwfNtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu lwfNtl &Nu <tu <ule mkvwKo

sJtcœthe (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb œhBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu

lwfNtl &tg <ule sJtcœthe ftuLx[tfxhle hnuNu.vtujem Vhegtœ &tg <tu <ule sJtcœthe vK ftuLxtfxhle hnuNu. CuFz Dme

l vzu <ule sJtcœthe vK vtujem Vhegtœbt ftuLx[tfxhle hnuNu.CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu œtuhzwk

ctk^e bswh Ftztbtkk W<thJt, mtuhekkd ylu Mx[[xekkd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtkk W<thNu <tu ftuLx[[tfxh s vtujem

Vhegtœbt sJtcœth hnuNu ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtcœth hnuNu lrn.ytxjwk mbSlu s xuLzh

ChJwk. Bswhtultu rJbtu vK W<thJtu.

17 : ftuLx[tfxh îtht xuLzhbt œNtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc jtJJtlt hnuNu.<&t sYh sKtg <tu

xuMxekd fhtJJtlwk hnuNu.<&t yt ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgb bwsc bxehegÕm fu ceò xuMxed hevtuxo ftuLx[tfxhu

vtu<tlt Fauo ftuvtuohuNl sKtJu <u søgtyu fhtJJtlt hnuNu. bxehegÕm jtJJt fu jR sJtltu mkvwKo Fao ftuLx[tfxhu

CtudJJtltu hnuNu.

18 : M&¤ vrhrM&r< / sYhegt< bwsc ftb fhtJ<t xuLzhlt ytRxblt sÚ&tbtk J^ ^x &tg <tu rlgb ylwmth <u ykdu ftb fhJt

ftuLx[tfxh ck^tgujt Au.

19: mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< rœl 1btk vh< jR sJtltu hnuNu.

yLg&t <ule lwfNtlle sJtcœthe ftuLx[tfxhle hnuNu.

20 :ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au.<ubt mhfth©elt «Joðbtl rlgb bwsc ve.yuV/juch

yufx/vtujemlt ftgœtlw vtjl fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu.

21: ftuRvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobt hnuNu.

22: btj su <u Mxtumo Wvh y&Jt mtRx Wvh jtuftulu lz<h l &tg <u he<u mwalt bwsc W<thJtltu <ubs dtuXJJtltu hnuNu.

23: ftuR vK mhfthe fhJuht ChJtle <btb sJtcœthe ftuLx[tfxhle hnuNu.

24: yt xuLzhbtkk stu ftuR ytRxb hne dR ntug <tu <u y&tJ M&¤ M&e<e bwsc xuLzhbtk mbtJuN l ntug <uJe J^thtle ftbdehe

fhJtle &tg <uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb ylwmth J^thtle ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u

bwsc awkfJKe fhJtbtk ytJNu.

25: atjw ftb œhBgtl «tuxufNlle mkvwKo sJtcœthe ftuLx[[tfxhle hnuNu. subtkk vevzt,œtuhzt, Cgmwaf ctuzo,ÃjtMxef vxe,rJ.

ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwwk hnuNu. ylu ftuRvK yfMbt< &Nu <tu <ule mkkvwKo sJtcœthe ftuLx[tfxhle hnuNu.

26: M&¤ Wvh atjw ftbdehe œhBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg Ôgrf<lt yfMbt<lt rfMmbtk juch

yufx bwsc fhJtle &<e ftgoJtne <&t vtujem ftgoJtnele sJtcœthe ftuLx[tfxhle hnuNu.

27: stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubt œhhtus fhuj ftbdehe <&t yr^ftheytuyu ftb

mw^thJt fu vtu{d{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk hnuNu ytJe ltu^lt sJtc l &gu fu <u «btKu M&¤

Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle mððtt yuze.mexe yuLSlehgh©elu hnuNu.

28: œhuf ytRxblt MvuNeVefuNl ybœtJtœ Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg htFuj MvuNeVefuNl Nh<tu bwsc hnuNu

su ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk yuze. mexe.yuLSlegh©eltu rlKog ytFhe hnuNu. Jtuxhekd fhJtbtk lrn

ytJu fu œhhtus J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu Jdh ltuxemu Jtuxhekd fhtJJtbtk <&t

zucheÍ WvtzJtbtk ytJNu ylu cejbtkk&e hfb ftve juJtbtk ytJNu.

29: juch JuÕVuh Vkkz btxu ntjbtkk htsg mhfth©eyu fhuj nwfb bwsc 1%(yuf xft) hfb cejbtk&e ftve juJtbt ytJNu.

30: su ftbtubtk atubtmtlt mbgdt¤tlu ctœ ytvJtle Nh<tultu WÕjuF ntug ðgtk atubtmtltu vehegz <t.15 swl &e 30 mÃxuBch

Mþ^eltu dKJtbtk ytJNu. yt mbg œhBgtl ftuLx[tfxh îtht ftbdehe fhe Nftg <ub l ntug <tu <u mbgdt¤tu ctœ fhe ftble

mbgbgtoœt dKJtbtk ytJNu <&t sYhegt< Bþscle xtEb jebex J^the vK ytvJtbtk ytJNu.

31: ftuLx[tfxhu «J<obtl ybœtJtœ Bgw. ftuvtuohuNl lt JF<tuJF< lt mhfgwjh bwsc ve yuV,Jux <&t ylu muÕm xuût lu jd<t

vwhtJt vubuLx fh<e JF<u sYh vzu&e hsw fhJtlt hnuNu.

yufhthlwk Vtubo

1) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tkk vnujtkk buk/ybu M&¤le bwjtft< je^e Au ylu

ftblu jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

2) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu jd<t œM<tJustu

ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkkb< Awk/Aeyu.

ftuLx[tfxhle mne - rm¬tu yuze.mexe yuLSlegh

btuctEj lkch mt&u (vrùb Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

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

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

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

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

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

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

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

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

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

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

shall be responsible for any damage to public. If any incident happen, during the execution of work. In

case of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall be final. The

contractor shall have to give site clean of all rubbish during the work and at the time of completion of

work and hand over the site with final finishing of the work as directed. All the rejected materials shall be

removed from site within 24 hours by contractor at this risk and cost. Debris shall have to cart daily from

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

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

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

own arrangement for water required for the work.

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

he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not

available in SOR than based on current market rates. In case of extra item decision of Add. City Engg.

shall remain final regarding rate.

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

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

contractor will have to carry out the works and he will be paid at the rate quoted by him. No claim for

extra rate for subsequent changes in site and design is entertained.

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

to prepare the measures boxes according to this measure.

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

fully responsible for compliance of the various provisions under contract Act. 1970 and the Rules framed

The tender for the work shall remain open for a period (180) days from the date of opening of the tenders

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

the period. If any tenderer withdraw or makes any modifications or addition in the terms and conditions

of his tender not acceptable to the Municipal Corporation the Municipal Corporation shall without

prejudice to any right or remedy be at liberty to forfeit in full the said earnest money and black list the

If work is not started within specified time limit the penalty as per rule & tender condition delay of start

shall be recovered separately from the immediate bills payable to the contractor. Contractor has to make

his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

iv) Condition of Form - B1 Standard Specification of material & code of practice will be applicable.

Form B1 can be is available in website. Specification shall be as per ' R& B Dept. - Govt. of

Gujarat booklets of Building Works & and Road Works Specifications published by Gujarat

Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'SSIGNATURE ADDL.CITYENGINEER

& STAMP (West Zone)

TECHNICAL SPECIFICATIONS

AHMEDABAD MUNI CIPAL CORPO RATI ON ENGI NEER DEP ARTMENT

TECHNICAL SPECIFICATION

Name of Work :- Construction of RCC road and interblocking paver block

work under MP/MLA/Cou. Budget and other budges at

different societs and chalis area in vasna ward in west

Specification as per

ITEM No Item of work

Dismantling the following including loading, unloading and

disposal of unserviceable material for upto 5km or as directed

by Engineer-In-Charge and stacking the serviceable material

and backfilling the resulting trenches and pits complete.

a) Dismantaling tiles of stone floors laid in mortar

including stacking of serviceable materials and disposal

of unserviceable materials.

1 b) Demolition and disposal of unserviceable materials, Clause

unreinforeced concrete.

c) Demolition of Brick work and stone masonry including

stacking of serviceable materials and disposal of

unserviceable materials.(ii) In Cement Mortar.

d) Demolition including stacking of serviceable materials

and disposal of unserviceable materials with all lead

and lift. (i) R.C.C. work

1.1. Dismantling Pavements and Other Structures

In removing pavements, kerbs, gutters, and other structures like guard-rails, fences, manholes, catch

basins, inlets, etc., where portions of the existing construction are to be left in the finished work, the

same shall be removed to an existing joint or cut and chipped to a true line with a face

perpendicular to the surface of the existing structure. Sufficient removal shall be made to provide

for proper grades and connections with the new work as directed by the Engineer. All concrete

pavements, base courses in carriageway and shoulders etc., designated for removal shall be broken

to pieces whose volume shall. not exceed 0.02 cu. m. and stockpiled at designated locations if the

material is to be used later or otherwise arranged for disposal as directed (see Clause 202.5).

1.2. Back-filling

Holes and depressions caused by dismantling operations shall be backfilled. with excavated or other

approved materials and compacted to required density as directed by the Engineer.

1.3 Disposal of Materials

All materials obtained by dismantling shall be the property of Government. Unless otherwise

specified, materials having any salvage value shall be placed in neat stacks of like materials within

the right-of-way, as directed by the Engineer with all lifts and up to a lead of 5000 m.

Structural steel removed from old structures shall, unless otherwise specified or directed, be stored in

a neat and presentable manner on blocks in locations suitable for loading. Structures or portions

thereof, which are specified in the Contract for re-erection, shall be stored in separate piles. Timber

or lumber from old structures, which is designated by the Engineer, as materials to be salvaged

shall have all nails and bolts removed therefrom and shall be stored in neat piles in locations

suitable for loadingAll materials obtained from dismantling operations, which, in the opinion of

the Engineer, cannot be used or auctioned, shall be disposed of as directed by the Engineer with all

lifts and up to a lead of 1000 m.

1.4. Measurements for Payment

The work of dismantling structures shall be paid for in units indicated below by taking

measurements before and after, as applicable:

a central verge -kerb stone -RMT

Dismantling tiled or stone floors laid in mortar including stacking of

serviceable material and disposal of uservicalble material with all lead and

lifts.SOR 23-24 IT CD NO:20005 -SMT

c Demolition & disposal of unservisable material with all lead and lift for

unreinforeced concrete. SOR 23-24 IT CD NO:20001B - CUM

d Demolition of brick work & stone masonry including stacking of serviceable

materials and disposal of unserviceable materials with all lead and lift (1) In

cement mortar.SOR 23-24 IT CD NO:20003B - CUM

e Demolition including stacking of serviceable materials and disposal

of unserviceable materials with all lead and lift. (I) R.C.C work. SOR 23-24 ITCD

The Contract unit rates for the various items of dismantling shall be paid in full for carrying out the

required operations including full compensation for all labour, materials, tools, equipment,

safeguards and incidentals necessary to complete the work. These will also include excavation and

backfilling where necessary to the required compaction and for handling, salvaging, piling, and

disposing of the dismantled materials within all lifts and up to a lead of 5000 m.

Item of work as per

Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of thickness up to

0.20 meter including demolishing the asphalt carpet,

metals,oiling/cutting Reinforcement etc.comp. with

stacking the material as directed.

(Based on Previously approved rate by C E sir )

a Up to 0.20 meter thickness (By Manual)

0.20 to 0.30 meter (By any type of Breaker Machine or

b R.C.C.Cutter machine including cost of operator, fuel, &

transportation etc complete.

0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cutter machine including cost of

operator, fuel, & transportation

2 EXCAVATION FOR ROADWAY AND DRAINS

This work shall consist of excavation, removal and disposal of materials necessary for the

construction of roadway, side drains and waterways in accordance with requirements of these

Specifications and the lines, grades and cross-sections shown in the drawings or as indicated by the

Engineer. It shall include the hauling and stacking of or hauling to sites of embankment and

subgrade construction suitable cut materials as required, as also the disposal of unsuitable cut

materials in specified manner, with all leads and lifts, reuse of cut materials as may be deemed fit,

trimming and finishing of the road to specified dimensions or as directed by the Engineer.

2..2. Classification of Excavated Material

2.2.1 Classification : All materials involved in excavation shall be classified by

the Engineer in the following manner:

This shall comprise topsoil, turf, sand, silt, loam, clay, mud, peat, black cotton soil, soft shale or

loose muurum, a mixture of these and similar material which yields to the ordinary application of

pick, spade and/or shovel, rake or other ordinary digging equipment. Removal of gravel or any

other modular material having dimension in any one direction not exceeding 75 mm shall be

deemed to be covered under this category.

b) Ordinary Rock (not requiring blasting) This shall include :

i) rock types such as laterites, shales and conglomerates, varieties of limestone and sandstone etc., which may be

quarried or split with crow bars, also including any rock which in dry state may be hard, requiring blasting but which,

when wet, becomes soft and manageable by means other than blasting;

ii) macadam surfaces such as water bound and bitumen bound; soling of roads, cement concrete pavement, cobble

stone, etc. compacted muurum or stabilized soil requiring use of pick axe or shovel or both.

iii) lime concrete, stone masonry and brick work in lime/cement mortar below ground level, reinforced cement concrete

which may be broken up with crow bars or picks and stone masonry in cement mortar below ground level; and

iv) boulders which do not require blasting found lying loose on the surface or embedded in river bed, soil, talus, slope

wash and terrace material of dissimilar origin. Section 300 Earthwork, Erosion Control and Drainage

c) Hard Rock (requiring blasting)

This shall comprise :

i) any rock or cement concrete for the excavation of which the use of mechanical plant and/or blasting is required,

ii) reinforced cement concrete below ground level and in bridge/ ROB/RUB/flyover piers and abutments,

iii) boulders requiring blasting.

d) Hard Rock (using controlled blasting) :Hard rock requiring blasting as described under (c) but where controlled

blasting is to be carried out in locations where built-up area, huts, and are situated at within 200 m of the blast site.

e) Hard Rock (blasting prohibited) Hard rock requiring blasting as described under (d) but where blasting is prohibited

for any reason like people living within 20 m of blast sites etc. and excavation has to be carried out by chiselling, wedging

or any other agreed method.

f) Marshy soil This shall include soils like soft clays and peats excavated below the original ground level of marshes

and swamps and soils excavated from other areas requiring continuous pumping or bailing out of water.

2.2.2. Authority for Classification

The classification of excavation shall be decided by the Engineer and his decision shall be final and

binding on the Contractor. Merely the use of explosives in excavation will not be considered as a

reason for higher classification unless blasting is clearly necessary in the opinion of the Engineer.

Item of work as per

Barricading the entire break down or excavated area on rental

basis using wooden ballies / M.S.angles at max. 2.00 meter centre

to centre, C.G.I. Sheet, reflective paint / Board out side to avoid

accident & for smooth traffic diversion & movement including

cautionary board etc. Item also includes for making temporary

sufficient nos of lighting arrangement through out the work with

necessary required arrangement. ..The same shall be removed

after completion of work. (Only for break down work from start to

The rate shall be for a unit of RMT

Specification as

ITEM No Item of work

Box cutting the road surface in all sorts of soil, murrum to proper

slope & camber for making a base for road work including removing

4 the excavated stuff & depositing on the road side as directed upto

200.00 mt. Lead

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in cum.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute this item etc.

complete and maintain till completion of the work and as directed by engineer in charge.

Specification as

ITEM No Item of work

Conveyance charge of earth, lime, murrum, building rubbish,

manure, garbage, sludge, excavated rock, fly ash, aggregates of

5 any kind Including spreading & levelling etc. complete. Internal

conveyance above 50 mt done within the work site is not

Necessary approval to require from competent authority before any activity for Conveyance charge of earth, lime,

murrum, building rubbish, manure, garbage, sludge, excavated rock, fly ash, aggregates of any kind Including

spreading & levelling etc. complete.The rate includes all work required to be done for this item including cost of all

labour equipment’s /machineries for breaking pavement structure or dewatering, removal of any obstruction includes

excavation and dismantling of foundation concrete and lines under the supervision of concerned department, stacking

of al serviceable material to AMC store including trench filling with selected yellow soil, conveying and depositing

the surplus quantity.

ITEM No Item of work as per

Providing, laying, spreading and compacting graded stone aggregate to

wet mix macadam specification including premixing the Material with

6 water at OMC in mechanical mix plant carriage of mixed Material by

tipper to site, laying in uniform layers in sub- base / base course on well Clause

prepared surface and compacting with vibratory roller to achieve the

desired density as per Codal Provision.

a) Production & Supply of WMM

b) Laying of WMM

This work shall consist of laying and compacting clean, crushed, graded aggregate and granular

material, premixed with water, to a dense mass on a prepared subgrade/sub-base/base or existing

pavement as the case may be in accordance with the requirements of these Specifications. The

material shall be laid in one or more layers as necessary to lines, grades and cross-sections shown

on the approved drawings or as directed by the Engineer.

The thickness of a single compacted Wet Mix Macadam layer shall not be less than 75 mm. When

vibrating or other approved types of compacting equipment are used, the compacted depth of a

single layer of the sub-base course may be increased to 200 mm upon approval of the Engineer.

Physical requirements: Coarse aggregates shall be crushed stone. If crushed gravel/shingle is used, not less than 90 per

cent by weight of the gravel/shingle pieces retained on 4.75 mm sieve shall have at least two fractured faces. The

aggregates shall conform to the physical requirements set forth in Table below.

TABLE-. PHYSICAL REQUIREMENTS OF COARSE AGGREGATES FOR WET MIX MACADAM FOR SUB-

BASE/BASE COURSES

Sr.No Test Test Method Requirements

1. * Lost Angeles Abrasion Value or IS : 2386 (Part-4) 40 Per cent (Max)

IS : 2386 (Part-4) or 30 Per cent (Max.)

AggregateImpact value IS :

Sr.No Test Test Method Requirements

2. Combined Flakiness and Elongation IS : 2386 (Part-1) 30 Per cent (Max.)**

indices (Total)

* Aggregate may satisfy requirements of either of the two tests.

* To determine this combined proportion, the flaky stone from a representative sample should

first be separated out. Flakiness index is weight of flaky stone metal divided by weight of

stone sample. Only the elongated particles be separated out from the remaining (non-flaky)

stone metal. Elongation index is weight of elongated particles divided by total non-flaky

particles. The value of flakiness index and elongation index so found are added up.

If the water absorption value of the coarse aggregate is greater than 2 per cent, the soundness test

shall be carried out on the material delivered to site as per IS: 2386 (Part-5).

Grading requirements: The aggregates shall conform to the grading given in Below Table

TABLE -GRADING REQUIREMENTS OF AGGREGATES FOR WET

IS Sieve Designation Per cent by weight passing the IS sieve

600.00 micron 8-22

75.55 micron 0-8

Materials finer than 425 micron shall have Plasticity Index (PI) not exceeding

The final gradation approved within these limits shall be well graded from coarse to fine and shall

not vary from the low limit on one sieve to the high limit on the adjacent sieve or vice versa.

Construction Operations

58.2.1. Preparation of base :

58.2.2. Provision of lateral confinement of aggregates : While constructing wet mix macadam, arrangement shall be

made for the lateral confinement of wet mix. This shall be done by laying materials in adjoining shoulders along with

that of wet mix macadam layer and following the sequence of operations.

58.2.3. Preparation of mix : Wet Mix Macadam shall be prepared in an approved mixing plant of suitable capacity

having provision for controlled addition of water and forced/positive mixing arrangement like pugmill or pan type mixer

of concrete batching plant. For small quantity of wet mix work, the Engineer may permit the mixing to be done in

concrete mixers.

Optimum moisture for mixing shall be determined in accordance with IS: 2720 (Part-8) after

replacing the aggregate fraction retained on 22.4 mm sieve with material of 4.75 mm to 22.4 mm

size. While adding water, due allowance should be made for evaporation losses. However, at the

time of compaction, water in the wet mix should not vary from the optimum value by more than

agreed limits. The mixed material should be uniformly wet and no segregation should be

58.2.4. Spreading of mix : Immediately after mixing, the aggregates shall be spread uniformly and evenly upon the

prepared subgrade/sub- base/base in required quantities. In no case should these be dumped in heaps directly on the

area where these are to be laid nor shall their hauling over a partly completed stretch be permitted.

The mix may be spread either by a paver finisher or motor grader. For portions where mechanical

means cannot be used, manual means as approved by the Engineer shall be used. The motor grader

shall be capable of spreading the material uniformly all over the surface. Its blade shall have hydraulic

control suitable for initial adjustments and maintaining the same so as to achieve the specified slope

The paver finisher shall be self-propelled, having the following features :

i) Loading hoppers and suitable distribution mechanism

ii) The screed shall have tamping and vibrating arrangement for initial compaction to the layer as it is spread

without rotting or otherwise marring the surface profile.

iii) The paver shall be equipped with necessary control mechanism so as to ensure that the finished surface is free

from surface blemishes.

The surface of the aggregate shall be carefully checked with templates and all high or low spots

remedied by removing or adding aggregate as may be required. The layer may be tested by depth

blocks during construction. No segregation of larger and fine particles should be allowed. The

aggregates as spread should be of uniform gradation with no pockets of fine materials.

58.2.5. Compaction: After the mix has been laid to the required thickness, grade and crossfall/camber the same shall

be uniformly compacted, to the full depth with suitable roller. If the thickness of single compacted layer does not exceed

100 mm, a smooth wheel roller of 80 to 100 kN weight may be used. For a compacted single layer uplo 200 mm, the

compaction shall be done with the help of vibratory roller of minimum static weight of 80 to 100 kN or equivalent

capacity roller. The speed of the roller shall not exceed 5 km/h.

In portions having unidirectional cross fall/superelevation, rolling shall commence from the lower

edge and progress gradually towards the upper edge. Thereafter, roller should progress parallel to

the centre line of the road, uniformly over-lapping each preceding track by at least one third width

until the entire surface has been rolled. Alternate trips of the roller shall be terminated in stops at

least 1 m away from any preceding stop.

In portions in camber, rolling should begin at the edge with the roller running forward and backward

until the edges have been firmly compacted. The roller shall then progress gradually towards the

centre parallel to the centre line of the road uniformly overlapping each of the preceding track by at

least one-third width until the entire surface has been rolled.

Any displacement occurring as a result of reversing of the direction of a roller or from any other

cause shall be corrected at once as specified and/or removed and made good.

Along forms, kerbs, walls or other places not accessible to the roller, the mixture shall be

thoroughly compacted with mechanical tampers or a plate compactor. Skin patching of an area

without scarifying the surface to permit proper bonding of the added material shall not be

Rolling should not be done when the subgrade is soft or yielding or when it causes a wave-like

motion in the sub-base/base course or subgrade. If irregularities develop during rolling which

exceed 12 mm when tested with a 3 meter straight edge, the surface should be loosened and

premixed material added or removed as required before rolling again so as to achieve a uniform

surface conforming to the desired grade and crossfall. In no case should the use of unmixed material

be permitted to make up the depressions.

Rolling shall be continued till the density achieved is at least 98 per cent of the maximum dry

density for the material as determined by the method outlined in IS: 2720 (Part-8)

After completion, the surface of any finished layer shall be well-closed, free from movement under

compaction equipment or any compaction planes, ridges, cracks and loose material. All loose,

segregated or otherwise defective areas shall be made good to the full thickness of the layer and

58.2.6. Setting and drying: After final compaction of wet mix macadam course, the road shall be allowed to dry for

53.4. Opening to Traffic

Preferably no vehicular traffic of any kind should be allowed on the finished wet mix macadam

surface till it has dried and the wearing course laid.

7.5 Surface Finish and Quality Control of Work

7.5.1. Surface evenness: The surface finish of construction shall conform to the requirements of MORT&H Section

7.5.2. Quality control: Control on the quality of materials and works shall be exercised by the Engineer in

accordance with MORT&H Section

Rectification of Surface Irregularity

Where the surface irregularity of the wet mix macadam course exceeds the permissible tolerances or

where the course is otherwise defective due to subgrade soil getting mixed with the aggregates, the

full thickness of the layer shall be scarified over the affected area, reshaped with added premixed

material or removed and replaced with fresh premixed material as applicable and recompacted in

accordance with Construction Operations. The area treated in the aforesaid manner shall not be

less than 5 m long and 2 m wide. In no case shall depressions be filled up with unmixed and

ungraded material or fines.

Measurements for Payment

Wet mix macadam shall be measured as finished work in position in cubic metres.

The Contract unit rate for wet mix macadam shall be payment in full for carrying out the required

operations including full compensation for all components.

ITEM No Item of work n as per

Repairing damaged M.H. and rasing M.H. up to road level incl. removing

8 damaged brick work and repairing by brick masonry in C.M. 1:5 and

plaster in C.M. 1:3 and fixing C.I. steps and existing MH sheet cover,

removing the debris from MH and carting the same as

(a) up to 0.15 mt. (@ Two Coarse)

(b) up to 0.35 mt. (@ four Coarse)

(c) up to 0.65 mt. (@ Seven Coarse)

(d) up to 0.90 mt. (@ Ten Coarse)

This is item pertaining to leveling MH cover. Existing manhole should be remove

property and carefully from its original level also exi. Asphalt should be removed and stacked

the excavated asphalt here by also removed top brick masonary layer as dire. So as to get

proper bonded between old masonary; and new masonary with a good quality of brick one to

there layer masonary in properly 1:5 incl. and plaster in C.M. 1:3 and fixing C.I. steps curing

etc. comp. Also provided and fixing old manhole with seat in c.c. prop 1:2:4. This MH should

be properly leveled and with road level etc. comp.

Mode of measurement shall be on No. basis.

1. Work shall be carried out as per AMC and directed by engineer in charge

2. The measurement shall be in No.

3. The rate includes materials, tools, plants and scaffolding whenever necessary, and repairing damaged manhole

including removing damaged brick works and repairing by masonry in C.M. 1:5 and plaster in C.M. 1:3 and

fixing C.I. steps and ex. Manhole. Seat cover in C.C. 1:2:4 rate also including removing debris from manhole

and carting the same as directed by engineer in charge with all leads and lifts as directed by engineer in charge.

ITEM No Item of work as per

Repairing damaged I.C./ Raising removing damaged brick work and

9 repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and

fixing C.I. steps and existing chamber sheet cover, removing the debris

from chamber and carting the same as directed

1. Work shall be carried out as per GWSSB/AMC and directed by engineer in charge

2. The measurement shall be in No.

3. The rate includes materials, tools, plants and scaffolding whenever necessary, and repairing damaged manhole

including removing damaged brick works and repairing by masonry in C.M. 1:5 and plaster in C.M. 1:3 and

fixing C.I. steps and ex. Manhole. Seat cover in C.C. 1:2:4 rate also including removing debris from manhole

and carting the same as directed by engineer in charge with all leads and lifts as directed by engineer in charge.

ITEM No Item of work as per

Providing15mm thick cement plaster in single coat on Rough

(Similar) side of single or half brickwalls for interior plastering

upto floor two level and finished even and smooth in (i) Cement

mortar 1:3 (1-cement:3-sand)

10 SOR 23-24 IT CD NO :17002A

1. Work shall be carried out as per AMC and directed by engineer in charge

2. The measurement shall be in SMT.

ITEM No Item of work as per

Providing F.R.C. MH seat cover incl. carting to the work site etc.

(Based on rate of central store circular 01/2021-22, Dt. 13-08-21)

11 (a)F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers. Cover : 728mm

ø & 100 mm thick circular cover, 35.00 MT load design, 100x2mm MS flat

allround, 16mm ø plain round bar for lifting the cover & should be fitted with plastic

1. Work shall be carried out as per GWSSB/AMC and directed by engineer in charge

2. The measurement shall be in SMT.

ITEM No Item of work as per

Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and

level to match exisisting road level in C.C. 1:2:4 and finishing smooth,

watering and protecting for 7 days etc. complete as directed. M.H. seat

12 cover will be supplied byA.M.C.(from any store)

Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and

level to match exisisting road level in C.C. 1:2:4 and finishing smooth,

watering and protecting for 7 days etc. complete as directed. M.H. seat

cover will be supplied byA.M.C.(from any store)

1. Work shall be carried out as per AMC and directed by engineer in charge

The measurement shall be in No.

2. The rate includes materials, tools, plants and scaffolding whenever necessary, and repairing damaged manhole

including removing damaged brick works and repairing by masonry in C.M. 1:5 and plaster in C.M. 1:3 and

fixing C.I. steps and ex. Manhole. Seat cover in C.C. 1:2:4 rate also including removing debris from manhole

and carting the same as directed by engineer in charge with all leads and lifts as directed by engineer in charge

ITEM No Item of work as per

CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm

clear opening etc. comp.. As directed by engineer in charge and/or his

13 authorised representative.

1. The work shall be carried out as per AMC and as directed by engineer in charge.

2. The measurement shall be in No.

3. The rate for this item includes cost of all materials, labour, plants, and everything required to execute this item etc.

complete and maintain till completion of the work and as directed by engineer in charge.

ITEM No Item of work as per

Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H

Kerb block for Footpath in M-20 grade using 20 mm nominal

14 size black trap aggregate of Sevaliya/Timba or equivalent

quality for pre-cast blocks, reasonably exposed finish/ formwork

mould with well equipped with vibratory system for kerb stones

of approved design including curing, etc. complete, including

the cost of formwork etc. complete. The rate shall also

include necessary cutting of asphalt, fixing the Kerb stones in line

and level on 5 cm thick sand bedding with necessary

equipments and materials. The rate shall also include the

flush pointing in CM (1:3) for all joints of the kerbstones. Filling of

zari alone the sides of the kerb stone fixed with Bituminous concrete

mixed in proper position as directed by Engineer in change to form a

portable mixture. In any case Gravel or such type of materials shall

not be allowed for production.

a) Laying on 5 cm thick Sand Bedding

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in RMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute this item etc.

complete and maintain till completion of the work and as directed by engineer in charge.

ITEM No Item of work as per

Providing and Laying of Rubber Moulded Paver Block Grey/Coloured

60 mm thick, M-35 Grade of any size ; shape (Usually Uni-Paver

15 Blocks) using black trap good quality aggragate of 20 mm nominal size

for footpath, parking areas, service lanes and other areas as

mentioned in the drawing / instruction of engineer in charge. Cost

includes formworks using rubber mould, Rate providing and laying

paver blocks as per required grading and specification. The paver

block shall be mechanically compacted. The work of paving

blocks shall be executed in line and level by skill mason of flooring work

only. It should be laid in such a way that the no cutting of the paver

block to be necessary. if cutting of paver block necessary then it

should be cut by machine only and carting. The finished surface

of the paver block shall have resonably good, plain finished. Paver

blocks shall be compacted and shall be relaid if necessary. Gravel

or such type of materials shall not be allowed for production.

Laying on 5cms thick sand beddding.

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in RMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute this item etc.

complete and maintain till completion of the work and as directed by engineer in charge.

ITEM No Item of work as per

Pre cast concrete kerb Providing & fixing M25 grade of concrete precast

exposed/ fare finish / texture finish kerb stones of approved make as per

approved sample of any size and any shape. Kerbs shall be fixed on the

foundation prepared as per approved design. The rate shall also include

16 for erecting and fixing the pieces in position for complete Kerb systems

with Half Batter Profile type of kerbs including necessary accessories of

kerb like radius kerb, Angles and Quadrant Kerbs, droplet kerb, etc

complete as per drawing. Kerbs shall be fixed as paper joint without any

jointing material. However cement mortar shall be provided at the backside

of kerb stone joint. (Sample must be approved). Cost of Excavation,

cutting, base, side filling shall includes as directed engineer- incharge.

(Size of kerb is 380mmx600mmx150mm). Make VYARA or Equivalent

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in RMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute this item etc.

complete and maintain till completion of the work and as directed by engineer in charge.

ITEM No Item of work as per

Providing and fixing pre-cast concrete kerb stone of gray cement based

concrete block 30cm length, 30cm height and 15cm thick of

M200 grade concret as per approved design and including

excavation for fixing in proper line and level,filling the joint with C:M

1:3 (1cement:3fine sand) etc complete.

SOR 23-24 IT NO 14023A

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in CMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute this item etc.

complete and maintain till completion of the work and as directed by engineer in charge.

ITEM No Item of work as per

Painting Two Coats on divider and footpath curb surface / New

Concrete Surface ( Painting two coats after filling the surface with

18 synthetic enamel paint in all shades on new plastered concrete surfaces)

The colour and workmanship shall be in accordance with the Code of Practice for painting, and as specified in the

drawings or as directed by the Engineer

Materials: Synthetic enamel paint shall conform to IS.

The materials required for work of painting work shall be obtained directly from approved manufacturers or approved

dealer and brought to the site in maker's drums, kegs etc. with seal unbroken.

All materials not in actual use shall be kept properly protected, lids of containers shall be kept closed and surface of

paint in open or partially open containers covered with a thin layer of turpentine to prevent formation of skin. The

materials which have become stale or flat due to improper and long storage shall not be used. The paint shall be stirred

thoroughly in its container before pouring into small containers. While applying also the paint shall be continuously

stirred in smaller container. No left over paint shall be put back into stock tins. When not in use, the containers shall be

kept properly closed.

If for any seasons, thinning is necessary, the brand of thinner recommended by the manufacturer shall be used.

The surface to be painted shall be thoroughly cleaned and dusted. All rust, dirt and grease shall be thoroughly removed

before painting is started. No painting on exterior or other exposed parts of the work shall be carried out in wet, damp

of otherwise unfavorable weather and all the surfaces shall be thoroughly dry before painting work is started.

Brushing operations are to be adjusted to the spreading capacity advised by the manufacture of particular paint. The

paint shall be applied evenly and smoothly by means of crossing and laying off. The crossing and laying off consists of

covering the area over with paint, brushing the surface hard for the first time over and then brushing alternately in

opposite directions two or three times and then finally brushing lightly in direction at right angles to the same.

In this process, no brush marks shall be left after the laying off is finished. The full process of crossing and laying off

will constitute one coat.

Each coat shall be allowed to dry completely and lightly rubbed with very fine grade of sand paper and loose particles

brushed off before next coat is applied. Each coat shall vary slightly in shade and shall be got approved from Engineer-

in-charge before next coat is started.

Each coat except the last cost shall be lightly rubbed down with sand-paper of fine pumice stone and cleaned of dust

before the next coat is applied. No hair marks from the brush or clogging of paint puddles in the corners of panels

angles of mouldings etc. shall be left on the work.

Approved best quality brushes shall be used.

Mode of measurements & payment :

Any type of C.C. Central verges curbs surface shall be measured under this item.

All the work shall be measured not in the decimal system as executed subject to the following limits unless otherwise

stated hereinafter :

(a) dimensions shall be measured to the nearest 0.01 metre.

(b) Areas shall be worked out to the nearest 0.01 Sq. metre.

No deductions shall be made for openings not exceeding 0.5 sq. mt. each and no addition shall be made for painting to

beadings, mouldings, edges, jambs, soffits, etc. of such opening.

The different surfaces shall be grouped into one general item, areas of uneven surface being converted into

equivalent plain areas in accordance with the mode of measurement for payment.

The rate shall be for a unit of one SMT.

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in SMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute this item etc.

complete and maintain till completion of the work and as directed by engineer in charge.

ITEM No Item of work as per

Providing TMT Bar FE500D reinforcement for R.C.C. Work including

bending,binding and placing in position complete upto floor two

level SOR 23-24 IT NO :05014C

Reinforcement shall conform to M-17.

1.2 Binding Wire shall conform to M-18.

CPWD Technical specifications clause no. 5.3.1 and 5.3.2 is to be followed.

The type of reinforcement shall be as per the item description. The contractor shall submit the test certificate from steel

manufacturer as and when required. The test results shall be verified, if required in any reputed laboratory.

Bar bending schedule shall be made by the contractor before starting the work. The payment shall be done based on

quantity worked out in bar bending schedule. The bar bending schedule shall be prepared as per SP

All the reinforcement bars shall be accurately placed in exact position shown on the drawings and shall be securely

held in position with 18 guage MS binding wire as approved by Engineer-in charge. The rebars shall be placed

with stay blocks or metal chair spacers, metal hangers, supporting wires or other approved devices at

sufficiently close intervals. Bars shall not be allowed to sag between supports nor displaced during concreting

or any other operations of the work. All devices used for positioning shall be of non-corrodible material.

Wooden and metal supports shall not extend to the surface of concrete, except where shown on drawing.

Placing bars on layers of freshly laid concrete as the work progresses for adjusting bar spacing shall not

allowed. Pieces of broken stone or brick and wooden blocks shall not be used. Layers of bars shall be

separated by spacer bars at 1m c/c , Precast cover blocks in cement mortar 1:2 ( 1cement : 2 coarse sand) about

4 X 4 cm square section or 4 cm dia round section or PVC cover blocks shall be used to maintain the cover of

the concrete members as directed by Engineer In charge or Architect. Reinforcement after being placed in

position shall be maintained in a clean condition until completely embedded in concrete. Special care shall be

exercised to prevent any displacement of reinforcement in concrete already placed. To prevent reinforcement

from corrosion, concrete cover shall be provided as indicated on drawing. All the bars projecting from

concrete and to which other bars are to be spliced and which are likely to be exposed for a period exceeding

days shall be protected by a thick coat of neat cement grout.

Bars crossing each other where required shall be secured by 18 gauge GI binding wires (annealed) of size not less than

1 mm., in such manner than they do not slip over each other at the time of fixing and concreting.

As far as possible, bars of full length shall be used. In case this is not possible, overlapping of bars shall be done as

directed. Where directed and practicable overlapping bars shall not touch each other, but be kept apart by

mm. or 1.25 times the maximum size of the coarse aggregate, whichever is greater by concrete between them.

Where not feasible, overlapping bars shall be bound with annealed wires not less than 1 mm. thick, twisted

tight. The overlaps shall be staggered for different bars and located at points along the span where neither

shear nor bending movement is maximum in beam and slab.

Whenever indicated on the drawings or desired by the Architect and Engineer-in-charge, bars shall be joined by

couplings which shall have a cross section sufficient to transmit the full stresses of bars. The ends of the bars

that are joined by coupling shall be upset for sufficient length so that the effective cross sectional the base of

threads is not less than normal cross section of the bar. Threads shall be standard threads. Steel coupling shall

conform to IS :

When permitted or specified on the drawings, joints of reinforcement bars shall be welded with appropriate welding

rod as per the instructions given by Structural Engineer. The type of welding, size of fillet etc shall be as

approved by Structural Engineer. Welded joints shall preferably be located at points when steel will not be

subject to more than 75 % of the maximum permissible stresses and welds so staggered that any one section

not more than 20 % of the rods are welded. Only electric are welding using a process which excludes air from

the molten metal and conforms to any or all other special provisions for the work shall be accepted. Suitable

means shall be provided for holding bars securely in position during welding. It shall be ensured that no voids

are left in welding and when welding is done in 2 or 3 stages, previous surface shall be cleaned properly. Ends

of the bars shall be cleaned of all loose scale, rust, grease paint and other foreign matter before welding. Only

competent welders shall be employed on the work. The M.S electrodes used for welding shall conform to IS:

814. Welded pieces of reinforcement shall be tested. Specimen shall be taken from the actual site and their

number and frequency of test shallbe as directed. Welding shall be done by electric arc process as per IS :

At the time of concreting, a bar fitter shall remain at site to keep the reinforcement in position.

Rolling margin shall be checked for each lot of steel received at site. This rolling margin shall be considered for

reconciliation of steel at the end of the project or after the end of each month as per the decision of engineer -in

Mode of Measurement and Payment

Reinforcement shall be measured in length including overlaps, separately for different diameters as actually used in the

work. Where welding or coupling is resorted to in place of lap joints, such joints shall be measured for

payment as equivalent length of overlap as per design requirement. From the length so measured, the weight of

reinforcement shall be calculated in tones by using standard IS co-efficient. Length shall include hooks at the

ends. The wastage of steel and binding wires shall not be measured and paid extra. The rolling margin of steel

shall not be paid extra.

The rate for reinforcement shall include the cost of labour and material required for all operations described above like

cleaning of reinforcement bars, straightening, cutting, hooking, bending, binding, welding placing in position

etc. as per the drawing or directed by the Architect or engineer- in-charge Rate shall also include the cost of GI

binding wires of 16 to 18 gauge, devices like chairs, pins, spacer bars, cover blocks of PVC or cement mortar

etc. for keeping reinforcement in position. The rate shall for an unit of MT.

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in KG.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute this item etc.

complete and maintain till completion of the work and as directed by engineer in charge.

ITEM No Item of work as per

Providing and Casting in situ ordinary cement concrete M200 for

R.C.C. Raft and cutt off walls including necessary shuttering laying,

20 vibrating, ramming and curing complete.

(B) Walls, fom top of foundation level upto floor two level (upto

SOR 23-24 IT NO :27014A

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in CMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute this item etc.

complete and maintain till completion of the work and as directed by engineer in charge.

ITEM No Item of work as per

P/A Tremix with dewartering machine and floater machine on

constructed CC work for finishing the surface as per requirement. The

21 rate including allmachinaries, labor, loading, unloading, ransportaion

etc complete as per direction given by engineer in charge.

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in SMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute this item etc.

complete and maintain till completion of the work and as directed by engineer in charge.

ITEM No Item of work as per

Making 15 mm. Groove in RCC work on road & filling it with polysulfied selant &

22 finished ot good incl. all labour charges etc. comp.as directed.

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in RMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute this item etc.

complete and maintain till completion of the work and as directed by engineer in charge.

ITEM No Item of work as per

Labour work for fixing interlocking blocks / any kind of pavement on

upto 50 mm th sand bedding, levelling, watering and fixing in line &

level as well cleaning the site etc.comp. as directed.

1. Work shall be carried out as directed by engineer in charge.

2. The measurement shall be in SMT.

3. The rate for this item includes cost of all materials, labour. plants and everything required to execute this item etc.

complete and maintain till completion of the work and as directed by engineer in charge.

Contractor’s Signature Add. Ci ty Engineer