Necessary civil repairing & maintainance work at nr.balvatika food court and diff. locations granite flooring work ,reparing work inside kankariya lake front parisar in Maninagar ward, South zone .(ARC)

Name of work :- Necessary civil repairing & maintainance work at nr.balvatika food court and diff. locations

granite flooring work ,reparing work inside kankariya lake front parisar in Maninagar ward, South zone .(ARC)

No. Qty Description Amount

1 Demolition incl. stacking of serviceable materials &

disposal of unserviceable materials with all lead and lift.

1.00 (a) R.C.C. work ( I.No.20.3) 1047.38 Cmt

1.00 (b) Brick work in Cement mortar ( I.No.20.11) 544.95 Cmt

27.00 (C) Plaster 19.38 Smt

286.81 (d) Tiles or Stone flooring (I.No.20.23) 47.25 Smt

2 1.00 Filling in plinth with sand under floors including watering 455.63 Cu.m

ramming, consolidating and dressing complete . (item

Code04007A,4.24)

3 Providing cement plaster in single coat on brick/concrete

wall for interior/exterior plastering upto any floor level

finished even and smooth in CM 1:3 incl. finishing with

floating coat of neat cement slurry, with necessary

scaffolding etc. complete(item no.17.6, 17002A)

5.00 Providing 20mm thick double coat sand face/mala 269.78 Smt

cement plaster on interior brick/concrete work for

plastering comprising o f base coat of 12mm thick

cement plasterin cement mortar (1Cement:4coarsesand)

in rough finishing and 8mm thick t op coat of cement

mortar1:2 (1Cement:2Coarsesand) finished with trovel

including scaffoldingcuring etc. complete.(item

5 7.00 Providing and laying Rough chiselled dressed (kota stone 554.03 Sq.mt

green) stone flooring over 25 mm. thick base of cement

mortar 1:5 (1 cement : 5 coarse sand) or L.M. 1:1.5

including pointing with cement mortar 1:2 (1 cement :

coarse sand) etc. complete.(P.187,Item

6 2.00 Labour Work for moulding the polish kota stone surface 150.00 Rmt

rate also including provding cutting and grinder machine

for molding work etc.complete as directed.(app.rate)

7 2.00 Providing and laying cement concrete 1:4:8 (1 - Cement : 2634.11 Cmt

4-Coarse sand : 8-Graded Brick bats aggregate 40 mm

normal size) and curing complete excluding cost of form

work in (A) Foundation and Plinth (upto 10 ton) (item

8 2.00 (B)Provdg. & laying cement concrete 1:4:8 (1 cement : 4 Cmt

coarse sand : 8 hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of

form work in Foundation and plinth. (item no.5.3.3,

9 2.00 Providing and Laying of Rubber Moulded Paver Block 501.60 Smt

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 5 cms thick sand bedding (As per

Road Approved rate)

10 50.00 Conveyance charges of earth lime, murrum, building 235.51 Cmt

rubbish, manure, garbage, sludge, excavated rock, fly

ash, aggregate of any kind etc. comp. upto 5 km lead.

11 250.00 Providing & Laying 18 mm thick Mirror polish granite For 2672.00 Sq. M.

flooring , counter , stair -riser , tread , skirting , dedo etc.

machine cut or chiselled on bed of cement mortar 1:1

pointing with neat cement slurry incl. moulding etc.

comp. as per instruction of engineer in charge. (sr.no23

12 10.00 Removing and refixing old granite stone on walk way of 687.00 Smt

KLF and for planter opp workshop in KLF removing

granite stone and cleaning cement mortar with grinder,

hammer and takna, and filling the joints with white

cement and necessary colour pigment as per instruction

of eng. in charge. ( As Per app rate.)

13 5.00 supplying 18 mm thick Mirror polish granite For flooring 120.00 Sq. ft

, etc. as per instruction of engineer in charge.

14 10.00 Providing & Fixing 20 mm thick Mirror Polished 4304.00 Sq.mt.

Decorative Granite Board with Computerised Golden

Letters Discription as per instructions of engg. in charge

to M.S. frame structure for Inaugaration & Public

Handover Function

15 1.00 Providing & Supplying JCB Machine on rental basis in 535.71 hour

case of emergency situation and break down type work

& also during unavoidable condition as per instruction of

engg.incharge , rate includes all nece. shifting, fuel and

operating charges and stacking of useful & non-useful

materials separately up to store. (No payment should be

allowed for non working condition of machinery and for

pipe line excavation and laying work) ( Based on

Previously approved rate by C E sir

16 1.00 Supplying Pneumatic Breaker Machine for RCC Slab or 535.71 hour

Asphalt Demolishing Work on site by using Operator,

fuel, power Supply etc. Complete as Directed. (No

payment should be allowed for non working condition of

machinery and for pipe line excavation and M.H. work.

Allowed only for break down work) ( Based on

Previously approved rate by C E sir )

17 250.00 providing fleming rever wash /lether coat at fixing at 900.00 Smt

granite as per dir. incharge officer

18 20.00 Supplying Unskilled Labour 452.00 Day

The Rates are Exclusive of GST. Prevailing GST will be paid separately.

Contractor’s Quoted Rate

IN FIGURE IN WORDS

Net Quoted Tender Amount Rs.

Seal and Signature of the Bidder Additional City Engineer

mobile no. (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

"South Zone Office", Opp. Fire Station, Rambaug, Maninagar, Ahmedabad - 380

Municipal Commissioner invites online Percentage Rate sealed tenders from interested contractors for

the work mentioned below.

1 Name of work Necessary civil repairing & maintainance work at kankaria

nr.balvatika food court and diff. locations granite flooring work

,reparing work inside kankariya lake front parisar in Maninagar ward,

Southzone. (ARC)

2 Time Limit 12 Months (ચોમાસા િસવાય)

3 Tender Validity Period 120 days from the date of submission of the tender

4 Eligibility Criteria Register “E2” class in PWD in Govt. R&B/CPWD/AMC orequivalent

registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs.

6 Earnest Money Deposit Rs.9,995/-Demand Draft Or Bank Guarantee in favour of Municipal

Commissioner, Ahmedabad to be submitted as prescribed in tender.

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

in favour of Municipal Commissioner, Ahmedabad to be submitted as

prescribed in tender.

8 Tender fees Rs.900/-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(South zone), South zone office, Rambaug,

Maninagar Ahmedabad.

10 Tenders issue date Tenders from the amc.nprocure.com website shall be downloaded

from AS PER TENDER NOTICE INVITED

11 Last date of receiving As per Notice 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 Notice inviting Tender / Addendum / Corrigendum to

Assistant Manager / Dy.C.E.(S/Z) office, 2nd Floor, South Zone

Office, Opp. Fire Station, Maninagar, Ahmedabad-380008

13 Mode of sending the Document shall be submitted in sealed envelope systems By

TenderDocuments RPAD/Speed post/ Hand Delivery in sealed covers in Duplicate ( One

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

14 Terms, Condition, & All general condition of contract mentioned in tender shall be

Specification applicable.

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

own exppence any defect which may developed or may be noticed

before the period mentioned here under from the certified date of

complition, The within 15 days of recipts of the notice. In the case of

failure on the part of the contractor, the Engineer incharge may

rectfyor remove or reexecute the work at the risk & cost of the

contractore. The Engineer incharge shall be entitled to appropriate the

whole or any part of the amount of cicurity deposit towrdes they

expences, If any, incurred by him in rectification, removal or re-

execution. The defect liability period shall be as under (a) for all

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

be three months from the cirtified date of complition. (b) for all

workscosting more than Rs. 50,000 and upto Rs. 1 crore (Amount put

to tender) ,the period shall be six (6) month from the cirtified date of

compition or one monsoon , which ever letter.(c) the major project

costing more than Rs. 1 crore , the period shall be 12 months from the

cirtified date of complition which should include one monsoon.(d) For

building works , the period specified in (a) ,(b) & (c) above or elapse

of monsoon period following cirtifide date of complition.,whichever is

letter . For the purpose of deciding the monsoon period, the

september may be treated as the last date.

16 Compansation for Delay 0.1% per day delay of remaining work after the completion date but

not more than 10% of cost of remaining works.

17 Deduction of Retention Retention @ 2% of the value of work done will be deducted from each

Money from each RA RA bill. It will be released along with release of payment of Final Bill.

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

19 For E.P.F. Act. As per Account department circular no.37, date-09/08/2018 &

Circular no.27, date-07/01/2026

20 GST As per AMC Finance Department Circular No. 38 dated 21-11-2022.

The Rates are Exclusive of GST. Prevailing GST will be paid

Conditional tenders will not be accepted. Municipal Commissionerreserves the rights to reject any or

all the tenders without assigning anyreasons thereof.

Seal and Signature of the Bidder Addl City Engineer

13. કો ાકટર ારા ESIC અને EPFO ર શન ગે ના અ. .ુ કોપ . નાણાં ખાતા સર ુ ર નં-૩૭, તા ૦૯-૦૮-૧૮

લ ુ બ ESIC અને EPFO ર

Seal and Signature of the Bidder Addl City Engineer

ForBANK GUARANTEE

Seal and Signature of the Bidder Addl City Engineer (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

General terms & conditions

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

Department with the latest correction slips may be referred for quality of construction &

standard of Procedure (SOP). (only English version)

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

"approved" by the Engineering in charge.

3. 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.

4. 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.

5. 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 followed.

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

specifications shall be deemed to be included therein.

7. 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.

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

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

Architect before using them in the work.

10. 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.

11. All work shall be carried out in a manner applying the best technique.

12. 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.

13. 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.

14. 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.

15. 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.

16. 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.

17. Contractor shall have to execute extra item if required only after necessary permission from

18. 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.

19. 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.

20. The time limit shall be reckoned after next day from the date of issue of the written work

order to the contractor after fullfillng the formality life SD & Agreement. No time

extension will be granted under any circumstances.

21. In case of any ambiguity in specifications mentioned in this tender, the interpretation given

by Additional City Engineer /Dy.M.C of A.M.C. will be final and binding to the

22. 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.

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

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

Corporation. will be payable by the contractor.

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

26. 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

27. 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.

28. 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 therewith.

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

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.

29. 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.

30. No advance such as secured advance machinery advance, mobilization advance or

materials advance will be given.

31. 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.

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

Engineer in charge.

33. 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.

thereby total amount of work increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision

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

the contractors.

35. 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.

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

37. The contractor shall have to paid balance Security Deposit within 15 days from the date if

issue of Letter of Interest (LOI). And after paying the balance S.D. the time limit will be

started & Execution of Agreement to be done than after.

In case of delay in paying balance S.D. by more than 15 days penalty at the rate of

0.01% of sanction tender amount per day will be deducted from the Bill.

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

special reason (like site is not available), after evaluation of situation the actual date of

starting of work will be consider after approval of Dy.M.C. (South zone)

38. The Contractor shall not claim for increase or decrease in the quantity of the item or the

39. The payment shall be made as per the A.M.C policy for the work done by the contractor.

40. Conditional tenderes will not be accepted.

41. The Contractor must be followed the rules and regulations for COVID-19 as per guidelines

published by WHO/ Center government/State government /Ahmadabad municipal

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

Date Ahmedabad Municipal Corporation

FORM OF BANK GUARANTEE

(hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance with

the terms and conditions of tender for the work of

1 .Therefore. We hereby affirm that -we are guarantors on behalf of the Tenderer up to

(in figures) and we undertake to pay to Municipal Commissioner, Ahmedabad MunicipalCorporation,

A'bad specified up to his first written demand, without demur without delay andwithout the necessity

of a previous of judicial or administrative procedures and without thenecessity to prove to the Bank

the defects or short comings or debits of the contractor any sumwithin the limit of

2. We further agree that the Guarantee herein contemned shall remain in full force and effectduring the

period that would be taken for the acceptance of tender.

However unless a demand of claim under this guarantee is made on its in writing on or before the

(Date to be specified will not he less than 180 days from the stipulated date of receiving the tender)we

shall be discharge form all liabilities under the guarantee thereafter.

3. We undertake not to revoke the guarantee during it currency except with the previous consentof the

Municipal Commissioner, Ahmedabad Municipal Corporation, A'bad in writing.

4. We lastly undertake not to revoke the guarantee for any charge in constitution of the Tendereror of

Date: Signature & Seal of Guarantor...........................

5. The contractors shall have to furnish income tax clearance certificate before his tender isaccepted

and intimate assessment number and ward under which he is assessed.

6. Copies of certificate as regards previous experience, if any, must accompany the tender.

Signature of Contractor Add.C.E (S.Z) Dy. Municipal Commissioner (S.Z)

Date Ahmedabad Municipal Corporation

TENDER DECLARATION FORM

The Deputy Municipal Commissioner,

South Zone, Ahemedabad

Name of Works: - Necessary civil repairing & maintainance work at nr.balvatika food court and

diff. locations granite flooring work ,reparing work inside kankariya lake front

parisar in Maninagar ward, South zone .(ARC)

I/We the undersigned have carefully gone through and clearly understood the Tender documentsfor the

above work. I/We have satisfied myself/ourselves as to the location of site, examined drawings.I/We have

visited site & fully acquainted with local situations regarding materials, labours& others factorspertaining to

work before submitting tenders.

I/We do hereby offer to execute and complete the whole of the work within the time specified all in

accordance with the specification, designs, drawing and instruction in writing referred to in the saiddocument

and with such materials as are provided for, at the respective rates which I/we have quoted in theschedule-B or

at such other rates as maybe fixed under the provisions of these conditions.In the event of this tender being

accepted I/We agree to enter into an agreement and when required andexecute the contract, according to your

fom1 of agreement as or in default where of I/we bindmyself/ourselves to forfeit the "Earnest Money Deposit."

I/We understand that if I/WE shall not enter in agreement within ten days or decided by AMC fromthe

date of receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and takenecessary action

I/We have enclosed a DEMAND DRAFT or PAY ORDER as an “Earnest Money Deposit", for thesum

as mentioned in tender notice, the full value of which is to be absolutely forfeited to the Employer IfI/We fail to

commence the work specified. Otherwise the said sum shall be retained, by the Employer as onaccount of such.

Security)' Deposit'.' as provided for in the aforesaid documents.

I/We agree not to employ sub-contractors other then those that may be approved in accordance

withConditions in the aforesaid documents.

I/We understand that you are not bound to accept the lowest or any tender which you may receive.

I/We am/are bound to execute the job if the work order is issued within 120 days from the date

ofopening of the tender.

I/We agree to pay the Government income-Tax, Sales-Tax (Central and State) ,Sales Tax on work,

octroiduties and other prevailing Government taxes/charges on such items on which the same are leviable and

therates quoted by me/us are inclusive of the same.

Yours faithfully

Signature of the contractor

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sJtcœthe (òlbtjle) ftuLx[tfxhle vtu<tle hnuNu. mtEx vh ftb œhBgtl bswh fu sl<t lt ftuE btKmlt òlbtjlu lwfNtl &tg

<ule sJtcœthe ftuLx[tfxhle hnuNu. vtujem Vhegt>&tg <tu <ule sJtc>the vK ftuLx[tfxhle hnuNu. CuFz ^me l vzu <ule sJtc>the

vK vtujem Vhegt>btk ftuLx[tfxhle hnuNu. CuFz ^me l vzu <u btxu mjtb<elt vdjtk (suJt fu >tuhzwk ctk^e bsqh Ftztbtk W<thJt,

mtuh´d ylu Mx[x´d fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu <tu ftuLx[tfxh s vtujem Vhegt>btk sJtct>h hnuNu ylu

BGþrl.ftuvtuohuNlltu ftuEvK MxtV ytlt btxu sJtc>th hnuNu lrn. ytxÕþk mbSlu s xuLzh ChÔþk. Btswhtultu rJbtu vK W<thtJJtu.

17. juch yufx «btKu<ubs Bgw. frb§h©eltkk vrhvºt lkch 81 <t.26.02.2015bwsc <btb juch / bsqhtulwk dwsht< rcÕzekd yuLz

y^h fLMx[[fNl Jfombtkk VhSgt<hSMx[uNl fhtJJt ykdu ybj fhJtltu hnuNu <&t fuxjt juch jtJNtu <u vK sKtJJtLþk hnuNu.

juch yufx «btKu ftgoJtne lrn &E ntug <tu <u btxu ftuLx[tfxh mkÃËKovKu sJtc>th hnuNu. ylu<ulu vubuLx ytvJtbtk ytJNu lrn <ubs

ct¤ bswhtulu ftb Wvh htFe NftNu lrn.<ubs JF<tu JF< Bgw. frBNlh©e îtht fhJtbtkk ytJuj mh¾gwjhtule Nh<tu ftuLx[[tfxhlu

ckk^l f<to hnuNu.

18. ftuEvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobtk hnuNu.

19. ftuE fthKmh òu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykdu ftuLx[tfxh ftuEvK «fthltu LþfNtle- J¤<hltu n¬ >tJtu fhe NfNu lrn

fu ftg>tfeg ftgoJtne yt ykdu &E NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve s >uJtLþk Au <uJtu &E NfNu lrn.

20. ytuVh y&Jt xuLzhbtk œNtoJuj ytRxbltu sÚ&tu mkCrJ< sÚ&tu Au subt atjw ftb œhBgtl VuhVth &Jtle N¾g<t hnuje Au.

21. M&¤ vrhÂM&r< / sYhegt< Bþsc ftb fhtJ<t xuLzhbtk sKtJuj fJtuLxexebtk J^ Dx &Nu <tu <u ykdu ftuLx[tfxh îtht ftuEvK «fthle

J^thtle ltKtkfeg btkdKe fhe NfNu lrn. ylu ftb ytuAw &tg <tu ftuLx[tfxhle J¤<hle btkdKe MJefthJtbtk ytJNu lrn.

22. mtEx vh jtJJtbtk ytJuj btjmtbtl hesufx fhJtbtk ytJu <tu ðþhk< r>l-1btk vh< jE sJtltu hnuNu. yLg&t ftuvtuohuNl îtht <u

hesufx btjltu rlftj fhe >uJtbtk ytJNu ylu <ule LþfNtlele sJtc>the ftuLx[tfxhle hnuNu.

23. su ftuLx[tfxh vtmu bswhtultu rJbtu, ydtW&e W<htÔgtu ntug <ublu «t^tLg ytve ftb ytve NfNu.

24. bsqhtu fu htn>theytulu ftuEvK «fthltu yfMbt<&tg <tu <ule vtujem ftgoJtnele fu juch yufx bwscle ftgoJtnele sJtc>the

yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux nt&ltk

btuò rJduhu ftuLx[tfxhu VhSgt< ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu VhSgt< hnuNu. juch

yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu lrn.

25. bsqhtu fu htn>theytulu ftuEvK «fthltu yfMbt<&tg <tu <ule vtujem ftgoJtnele fu juch yufx bwscle ftgoJtnele sJtc>the

yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux nt&ltk

btuò rJduhu ftuLx[tfxhu VhSgt< ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu VhSgt< hnuNu. juch

yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu lrn.

26. rcÕz´d ftble ytExbtu btxu - slhj xuflefj MvuNeVefuNl ytuV rcÕz´d Jfomle çþf Bþsc yLþmhJtltk hnuNu. Mt>h ÃþM<eft

øþsht< çþf Mxtumo 20-ce, zeMx[ef Ntuv´d, mufxh-21, dtk^eldh&e b¤e hnuNu. su Juc mtEx

www.ahmedabadcity.gov.inWvh Bþfuj Au.

27. bxehegj fu ceò xuMx´d hevtuxo ftuLxtfxhu vtu<tlt Fauo ftuvotuhuNl sKtJu <u søgtyu fhtJJtlt hnuNu. yt ykdultu mkÃËKo Fao <&t

Bgwrl.MxtVlu juctuhuxhe Mþ^e <&t buLGþVufah´d søgt Mþ^e jtJJt -jE sJtltu Fao vK ftuLx[tfxhu CtudJJtltu hnuNu.

28. btj su <u Mxtumo Wvh y&Jt mtEx Wvh jtuftulu lz<h l &tg <u he<u MËalt Bþsc W<thJtltu <ubs dtuXJJtltu hnuNu.

29. òu BGþ.yuLSlegh´d MxtV sKtJu <tu ftuLx[tfxhu atÕþ ftbu mtEx Wvh zeÍexj fubuht&e ftb atÕþ &gt vnujt, atÕþ ftbu <&t ftb ÃËKo

&gtltk Vtuxtud{tVm BGþrl.yturVmbtk ytvJtltk hnuNu <u rmJtg ftbLþk vubuLx fhJtbtk ytJNu lrn òu MxtV MËalt ytvu <tu fubuhtbtk&e

ftuBÃGþxhbtk Vtuxt x[tLmVh fhe ytvJtlt hnuNu. yt ykdu ftuE vK J^thtltu Fao ytvJtbtk ytJNu lrn.

30. ftuEvK fthKmh xuLzh h> fhJtbtk ytJu <tu ftuLx[tfxh <u ykdu ftuEvK «fthltu n¬ >tJtu fu J¤<hle btkdKe fhe NfNu lrn. yt

Nh< MJeftgo ntug <ubKu s xuLzh ChÔþk.

31. bxehegÕm suJt fu hu<e, #xtu, mebuLx, vtEv, rJduhu MxtLzzo bxehegÕm MvuNeVefuNl «btKult jtJJtlt hnuNu. sgtk ftuE atuFJx l

&E ntug ðgtk ytE.yum.ftuz «btKu bxehegÕm jtJJtLþk <&t xuMx´d fhtJJtLþk hnuNu. <ubs ftuLx[tfxhu muBvj yu«wÔz fhtÔgt ct> ftb

NY fhtJJtLþk hnuNu.

32. yt xuLzhbtk òu ftuE ytExb hne dE ntug <tu <u atÕþ yum.ytu.yth.btk&e juJtbtk ytJNu ylu òu yum.ytu.yth.btk ytExb l ntug

<tu btfuox huEx&e huEx yultjemem fhe su CtJ Ft<t <hV&e ytvu <u ftuLx[tfxhu juJtltu hnuNu. yt mbSlu s xuLzh ChJtLþk hnuNu.

J^tht le ytRxb btk ftuLx[tfxhle btkdKe Bþsc CtJ b¤Nu lrn.

33. atÕþ ftb >hBgtl «tuxufNlle mkÃËKo sJtc>the ftuLx[tfxhle hnuNu subtk vevzt, >tuhzt, CgMËaf ctuzo, jtj xul , cuhefuxekd xuv,

ÃjtMxef vèe, rJ. ftuLx[tfxhu jtJJtLþk ylu mtaJJtLþk hnuNu. ylu ftuEvK yfMbt<&Nu <tu <ule mkÃËKo sJtc>the ftuLx[tfxhle hnuNu.

34. MxtV MËalt ytvu <tu mtEx Wvh zuEje «tud{um hSMxh ftuLx[tfxhu htFJtLþk hnuNu. >hhtus ytme.mexe yuLSlegh©ele <ubtk mne

juJtle hnuNu, <ubtk >hhtus ftb fh<t bswhtule mkÏgt, fhuj ftbdehe <&t yr^ftheytuyu ftb Mþ^thJt fu «tud{um J^thJt ltuk^ fhuj

ntug <tu <uLþk ftuBÃjtgLm ytvJtLþk hnuNu ytJe ltuk^ltk sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle

m•tt yuze.mexe yuLSlegh©elu hnuNu <u ykdu ftuLx[tfxh ftuE Jtk^tu jE NfNu lrn.

35. rlg< mbgbgto>tbtk ftb ÃþY l &gu&e xuLzh ¾jtuÍ bwsc ctfe ftbltkk 10.00% juFu vulÕxe BGþrl.ftuvtuohuNllu åþfJJtle hnuNu.

36. xuLzh le yt Nh<tu ce - 1 Vtubobtk sKtJuj Nh<tulu ytuJhYj fhNu.

Wvhtuf<<btb Nh<tu <&t rlgbtu buk ft¤SÃËJof Jtkauj Au ylu blu fçËj bksqh Au.

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

btuctEj lkch mt&u (œrûtK Ítul)

(1)nwk/ybuyt&eyufhthfhwk Awk/fheyu Aeyu fu ytxuLzhhswfh<tkvnujtkbuk/ybu M&¤le bwjtft<je^e Au

yluftblujd<t btjmtbtl, bswheyluceSctc<tulujd<e M&trlfvrhrM&r<le ò<-btne<e bu¤Je Au.

(2)nwk/ybuyt&eyufhthfhwk Awk/fheyu Aeyu fu ytftuLx[tfxhtule Nh<turJd<tuyluxuLzhlujd<t

>M<tJustuft¤SvwJofyÇgtmfgtuo Au ylu<u bwsc<ultuybjfhJtmkb< Awk/Aeyu.

ftuLx[tfxhlemne - rm¬tu yuze.mexeyuLSlegh

btuctEjlkchmt&u (œrûtKÍtul)

" yb>tJt> BGþrlrmrvj ftuvtuohuNl”

œrûtK Ítul- Esluh Ftðþ

vtKe, z[ulus, vuJ´d, heEMxuxbuLxlt ftuLx[tfxhu Ftm JtkaJt ylu ægtlbtk htFJtle ctc< leau Bþsc Au.

" yt ftblt >huf ytExblt sÚ&tbtk ~ËLg &e cMmtu xftle JD^x &Jt mkCJ Au. ftuE ytExbltu CtJ

J^thtu ytvJtbtk ytJNu lrn. yBþf søgtyu swlt vÚ&h s VheJth heEMxux fhJtlt &Nu. <uJe >huf ytExbbtk J^^x

&tg fu ytExb yufÍefGþx l &tg <uÔþk vK clNu. ytlt btxu ftuEvK «fthle J¤<hle btkdKe fhJtle hnuNu lrn fu

CtJ J^thtu, vK ytvJtltu &Nu lrn. <ult btxu Ãþh<tk mt^ltu ylu bsqhtu ntug, yuf mt&u yluf søgtytuyu ftb

fhJtle ûtb<t ntug <ubKu s rJathelu xuLzh ChÔþk. bsqhtu l&e fu dtbzu s<t hÌtt Au fu ntu¤e, lJhtºte, r>Jt¤e, jøl

meÍl fu yLg <nuJthtubkt fu «mkdtubtk bsqhtu ytJ<t l&e <uJt fu ceò ftuEvK cntlt nuX¤ ftb ck^ htFe NftNu lrn

yLg&t htuslt Yt.250.00le J^thtle vulÕxe ftb ck^ hnu fu MËalt fh<t ytuAt bsqhtu ytJu <ulu je^u fhJtbtk

ftuLx[tfxhle mne yuze.mexe.yuLS.

rm¬t ylu btuctEj lkch (œrûtK Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be as per tender notice after the order to start the works. Progress

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

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

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

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

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

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

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

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

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

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

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

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

completion of work and hand over the site with final finishing of the work as directed. All the rejected

materials shall be removed from site within 24 hours by contractor at this risk and cost. Debris shall

have to cart daily from site.

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

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

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

make his own arrangement for water required for the work.

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

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

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

decision of Add.CityEngg.shall remain final regarding rate.

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

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

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

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

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

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

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

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

Rules framed the to under.

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

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

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

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

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

earnest money and black list the contractor.

If work is not started within specified time limit i.e. within ten days from the date of order to

start the work the penalty of the 0.01% tender Amount per day of 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 only 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. Other techinical condition will be applicable as

per tender condition only.

CONTRACTOR'SSIGNATURE & STAMP ADD. CITY ENGINEER

Mobile No.:- (South Zone)

For materials relevant specification of Building Specification shall apply.

Name of Works: - Necessary civil repairing & maintainance work at nr.balvatika food court and

diff. locations granite flooring work ,reparing work inside kankariya lake front

parisar in Maninagar ward, South zone .(ARC)

TECHNICAL SPECIFICATIONS

Item No 1 :-Demolition incl. stacking of serviceable materials & disposal of unserviceable materials

with all lead and lift.

(B) Brick work in cement

(D) Tiles or Stone flooring

(E) Sheet roofing (G.I or

(F) Doors ,Windows

1.0 Mode of measurements &payment :

1.1 The unserviceable materials shall be disposed of at all leads and lifts. The rate excludes scraping

straightening of reinforcement but includes cutting of reinforcement.

1.2 The rate shall be for a unit of one cubic metre

(b) Brick work in cement mortar

1.0 Workmanship :

1.1 The demolition shall consist of demolition of one or more parts of the building as specified or

shown in the drawings. Demolition implies taking up or down or breaking up. This shall consist of

demolishing whole or part of work including all relevant item as specified or shown in the drawings.

1.2 The demolition shall always be planned before hand and shall be done in reverse order of the one

in which the structure was constructed. This scheme shall be got approved from the Engineer-in-

charge before starting the work. This however will not absolve the contractor from the

responsibility of proper and safe demolition.

1.3 Necessary dropping, shoring and under pinning shall be provided for the safety of the adjoining

work or property, which is to be left intact, before dismantling and demolishing is taken up and the

work shall be carried out in such a way that no damages is caused to the adjoining property.

1.4 Wherever required, temporary enclosures or partitions shall also be provide 1. Necessary

precautions shall be taken to keep the dust nuisance down as and where necessary.

1.5 Dismantling shall be commenced in a systematic manner. All materials which are likely to be

damaged by dropping from a height or demolishing roof, masonry etc. shall be carefully dismantled

first. The dismantled articles shall be properly stacked as directed.

1.6 All materials obtained from demolition shall be the property of Government unless otherwise

specified and shall be kept in safe custody until handed over to the Engineer-in-charge.

1.7 Any serviceable materials, obtained during dismantling or demolition shall be separated out and

stacked properly as directed, with all lead and lift. All unserviceable materials, rubbish etc. shall b

stacked as directed by the Engineer-in-charge.

1.8 On completion of work, the site shall be cleared of all debris rubbish and cleaned as directed.

1.9 The relevant specifications of shall be Above followed except that demolition of R.C.C. work is to

2.0 Mode of measurements & payment :

2.1 Measurements of all work except hidden work shall be taken before demolition dismantling and no

allowance for increase in bulk shall be allowed. The demolition of lime concrete shall be measured

under this item. Specification for deduction for voids, openings etc. shall be on same basis as that

employed for construction of work.

2.2 All work shall be measured in decimal system as fixed in its place subject to the following limits,

unless otherwise stated hereinafter : (a) Dimensions shall be measured to the nearest 0.01 mt. (b)

Area shall be worked out to the nearest 0.01 sq. mt. (c) Cubical connection shall be worked out to

the nearest 0.01 Cu.m.

2.3 the rate shall include cost of all labour involved and tools used in demolishing and dismantling

including scaffolding. The rate shall also include the charges for separating out and stacking the

serviceable materials properly and disposing the unserviceable materials with all lead and lift. The

rate also includes for temporary storing for the safety of the portion not required to be pulled down

or of adjoining property and providing temporary enclosures or partitions where considered

2.4 The relevant specification of above shall be followed except that the demolition of reinforced

concrete structure. The unserviceable materials shall be disposed of at all leads and lifts. The rate

excludes scraping straightening of reinforcement but includes cutting of reinforcement.

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

(d) tiles or stone flooring

(e) Sheet roofing (G.I OR A.C)

1.00 Mode of measurement &Payment :

1.01 The rate shall include stacking the unserviceable materials as directed will lead and lift.

1.02 The rate shall be for a unit of one sq. meatier

(f) Doors ,Windows ventilators (wood/steel)

1.00 Mode of measurement &Payment :

1.01 The rate shall include stacking the unserviceable materials as directed will lead and lift.

1.02 The rate shall be for a unit of one No.

Item No 2 :- Filling In Plinth With Sand Under Floors Including Watering,Ramming,Consolidating

And Dressing Etc. Completed.

Sand shall conform to M.

The sand to be used for filling shall be free from salts, organic or other foreign matter, All clods of

earth shall be broken.

As soon as the work in foundation has been completed and measured, the site of foundation shall

be cleared of all debris, brick bats, mortar dropping etc; and filled with sand in layers not exceeding

20 Cms. Each layer shall be adequately watered rammed and consolidated before the succeeding

layer is laid. The sand shall be rammed with iron rammers where feasible and with the butt ends

of crow-bars, where rammer cannot be used.

The plinth shall be similarly filled with sand in layers not exceeding 20 Cms adequately watered

and consolidated by ramming with iron or wooden rammers. When nfilling reaches finished level,

the surface shall be flooded with water for at least 24 hours and allowed to dry and then rammed

and consolidated.

The finished level of filling shall be kept to shape intended to be given to floor.

In case of large heavy duty flooring like factory flooring, the consolidation may be done by power

rollers, where so specified. The extent of consolidation required shall also be as specified.

Mode of measurement and payment :

The payment shall be made for filling in plinth and trenches, No deduction shall be made

for shrinkage or voids if consolidated as instructed above

The rate includes cost of collecting carting sand with all lead and labour for filling the same in plinth

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

Item No 03 :- Providing cement plaster in single coat on brick/concrete wall for interior/exterior

plastering upto any floor level finished even and smooth in CM 1:3 incl. finishing with

floating coat of neat cement slurry, with necessary scaffolding etc. complete.

(P.91,Ch.6.,Item No.6.32,06010B)(a) 15 mm th.

1.0 Materials :

1.1 Water M-1. The Cement mortar of proportion 1:4 shall conform to M-13.

2.0 Workmanship :

2.1 Scaffolding : Wooden ballies, bamboos, planks, treatles and other scaffolding shall be sound.

These shall be properly examined before erection and use Stage scaffolding shall be provided for

ceiling plaster, which shall be independent of the walls.

2.2 Preparation of back-ground :

2.2.1 The surface shall be cleaned of all dust, loose mortar droppings, traces of algae, afflorescence and

other foreign matter by water or by brushing. Smooth surface shall be roughened by wire brushing

if it is not hard and by racking if it is hard. In case of concrete surface, if a chemical retarder has

been applied to the form work, the surface shall be roughened by wire brushing and all the

resulting dust and loose particles cleaned off and care shall be taken that none of the retarder is

left on the surface. Trimming of projections on brick/concrete surface where necessary shall be

carried out to get an even surface.

2.2.2 Raking of joints in case of masonry where necessary shall be allowed to dry out for sufficient

period before carrying out the plaster work.

2.2.3 The work shall not be soaked but only damped evenly before applying the plaster. If the surface

becomes dry such area shall be moistened again.

2.2.4 For external plaster, the plastering operation shall be started from top floor and carried

downwards. For internal plaster, the plastering operations may be started wherever the building

frame and cladding work are ready and the temporary supporting ceiling resting on the wall of the

floor have been removed, Ceiling plaster shall be completed before starting plaster to walls.

2.3 Applications of Plaster :

2.3.1 The plaster about 15 x 15 cms. Shall be first applied horizontally and vertically at not more than

metre intervals over the entire surface to serve as gauge. The surfaces of these gauges shall be

truly inplane of the finished plastered surface. The mortar shall then be applied in uniform surface

slightly more than the specified thickness, then brought to a true surface by working a wooden

straight edge reaching across the gauges with small upward and sideways movement at a time.

Finally, the surface shall be finished off true with a trowel or wooden float according as a smooth or

a sandy granular texture is required. Excessive trowelling or overworking the float shall be

avoided. All corners, arrises, angles and junctions be truly vertical or horizontal as the case may

be and shall be carefully finished. Rounding or chamfering corners, arrises junctions etc. shall be

carried out with proper templates to the size required.

2.3.2 Cement plaster shall be used within half an hour after addition of water. Any mortar or plaster

which is partially set shall be rejected and removed forthwith from the site :

2.3.3 In suspending the work at the end of the day, the plaster shall be left out clean to the line both

horizontally and vertically. When recommending the plaster, the edges of the old work shall be

scraped clean and wetted with cement putty before plaster is applied to the adjacent area to

enable the two to properly joint together. Plastering work shall be closed at the end of the day on

the body of the wall and nearer than 15 cm. To any corners or arrises. Horizontal joints in

plasterwork shall not also occur on parapet tops and copings as these invariably lead to leakage.

No portion of the surface shall be left out initially to be packed up later on.

2.3.4 Each coat shall be kept dam continuously till the next coat is applied or for a minimum period of

days. Moistening shall commence as soon as plaster is hardened sufficiently. Soaking of walls

shall be avoided and only as much water as can be readily absorbed shall be used excessive

evaporation on the sunny or windward side of building in hot air or dry weather shall be prevented

by handling mattings or gunny bags on the outside of the plaster and keeping them wet.

3.0 Mode of measurement & payment :

3.1 The rate shall include the cost of all materials, labour and scaffolding etc, involved in the

operations described under workmanship.

3.2 All plastering shall be measured in square metres unless, otherwise specified length, breadth or

height shall be measured correct to a centimeter.

3.3 Thickness of the plaster shall be exclusive of the thickness of the key i.e. grooves or open joints in

brick work, stone work etc. or space between laths. Thickness of plaster shall be average

thickness with minimum 15 mm. at any point on this surface.

3.4 This item includes plastering upto floor two level.

3.5 The measurement of wall plastering shall be taken between the walls or partition (dimensions

before plastering being taken) for length and from the top of floor or skirting to ceiling for height.

Depth of cover of cornices if any shall be deducted.

3.6 Soffits of stairs shall be measured as plastering on ceilings, Flowing soffits shall be measured

3.7 For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. mt. each in area for ends of joints,

beams, posts, girders, steps etc. not exceeding 0.5 sq. mt. each in area and for openings

exceeding 0.5 sq.mt. and not exceeding 3.0 sq. mt. in each area deductions and additions shall be

made in the following manner :

(a) No deductions shall be made for ends joints, beams posts etc. and openings not exceeding 0.5 sq.

mt. each and no addition shall be made for reveals, jambs, soffits, sills etc. of these opening for

finish to plaster around ends of joints, beams, posts etc.

(b) Deduction for openings exceeding 0.5 sq. mt. but not exceeding 3 sq. mt. each shall be made as

follows and no addition shall be made for reveals, jambs, soffits etc. sills etc. of these openings.

(i) When both faces of all wall are plastered with same plaster, deduction shall be made for one face

(ii) When two faces of wall are plastered with different types of plasters or if one faces is plastered

and the other pointed, deductions shall be made from the plaster or pointing on the side of frame

for door, window etc. on which width or reveals is less than that on the other side but no

deductions shall be made on the other side. Where width of reveals on both faces of all are equal,

deductions of 50% of area of opening on each face shall be made from area of plaster and/or

pointing as the case may be.

3.8 For openings having door frames equal to projecting beyond the thickness of wall, full deduction

for opening shall be made from each plastered face of the wall.

3.9 In case of openings of area above 3 sq. mt. each, deduction shall be made for opening but jambs,

soffits and sills shall be measured.

3.10 The rate shall be for a unit of one sq. metre.

Item No 4 :- Providing 20mm thick double coat sand face/mala cement plaster on interior

brick/concrete work for plastering comprising o f base coat of 12mm thick cement

plasterin cement mortar(1Cement:4coarsesand) in rough finishing and 8mm thick t op

coat of cement mortar1:2(1Cement:2Coarsesand) finished with trovel including

scaffoldingcuring etc. complete.(P.203,Ch.17.,17017)

1.0 Materials :

1.1 Water shall conform to M-12. Cement mortar shall conform to M-11.

2.0 Workmanship :

2.1 The work shall be carried out in the coats. The backing coat (base coat) shall be 12 mm. thick in

C.M. 1:2. The relevant specifications of item no. 17.58(I) shall be followed except that the

thickness of back coat shall be 12 mm. average. Before the first coat hardens its shall be beaten

up by edges of wooden tappers and close dents shall be made on the surface.

The subsequent coat shall be applied after this coat has been allowed to set for 3 to 5 days

depending upto the weather conditions. The surface shall not be allowed to dry during this

2.2 The second coat shall be completed to 8 mm. thickness in C.M. 1:2 as described above, including

raising sand facing by bushing. The sample of sand face shall be got approved before the work is

started. The whole work shall be carried out uniformly as per sample approved.

2.3 Curing : The curing shall be started overnight after finishing of plaster. The plaster shall be kept for

a period of 7 days. During this period, it shall be protected from all damages.

3.0 Mode measurements & payment :

3.1 The relevant specifications of item no. 17.58 (I) shall be followed except that the sand face plaster

on outside upto m. above ground level shall be measured under this item.

3.2 The rate shall be for a unit of one sq. metre.

Item No 5 :- Providing and laying Rough chiselled dressed (kota stone green) stone flooring over

25 mm. thick base of cement mortar 1:5 (1 cement : 5 coarse sand) or L.M. 1:1.5

including pointing with cement mortar 1:2 (1 cement : 2 coarse sand) etc. complete.

Materials : Water shall conform to M-1 line mortar shall conform to M-10 cement mortar shall conform to

M-11 rough chiselled dressed stone shall conform to M-48.

2.0 Workmanship :

2.1 The relevant specifications of item no. 18. shall be followed except that the rough chiselled dressed

stone of 25 mm. thickness of approved quality are to be fixed on cement mortar bedding in C.M.

1:5 or L.M. 1:1.5 of 25 mm. (average) thickness.

2.2 Dressing of stone slab : Every stone shall be cut to the required size and shape and rough chiselled

dressed stone on top, if required so that the dressed surface shall not be more than 6 mm. from

straight edge placed on it the sides shall also be chiselled dressed to a minimum depth of 20 mm.

so that the dressed edge shall at no place be more than 30 mm. from straight edge butted against

it. Beyond this depth the sides may be dressed slightly splayed so as to form an inverted “V” shape

joint with adjoining slab. The surface shall be reasonable true and plain and all the angles & edges

shall be square and free from chippings where the stone slabs are to be used for nosing, exposed

edge shall be rough chiselled dressed to full depth and cut to the uniform thickness.

2.3 The thickness of the stone slab shall be 25 mm with permissible tolerance of + or – 2 mm.

2.4 Laying : The surface of the sub-grade concrete shall be cleaned, wetted and mopped. The bedding of

specified mortar mix shall be spread under each slab shall be washed clean before laying. It shall

be then laid-on top dressed so that all hollows underneath filled up and surplus mortar works up

through joints. The top shall be tapped and brought level to the adjoining slab. The thickness of

joints shall not exceed 5 mm. Subsequent slabs shall be laid in same manner.

2.5 Curing & Finishing : Any surplus mortar on the surface of slab shall be cleaned off and joints

finished lush. The joints shall be racked out uniformly to a minimum depth of 12 mm. when

the mortar is still green, the slabs which are fixed in the floors adjoining the wall shall be not

less then 12 mm under the plaster, skirting and dado. The junctions between wall plasters and

floors shall be finished neatly and without waviness. The pointing shall be done with C:M

1:2. The pointing shall be cured for minimum period of seven days. The finished floor shall not sound

hollow when tapped with wooden mallet and the finished surface shall be true to level and slopes

3.0 Mode of measurement & payment :

3.1 The relevant specification of item No. 18 shall be followed.

3.2 The rate shall be for a unit of one sq. metre.

Item No 6 :- Labour Work for moulding the polish kota stone surface rate also including provding

cutting and grinder machine for molding work etc.complete as directed.(app.rate)

The rate shall be for a unit of one running metre.

Item No 7:- Provdg. & laying cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded brick

aggregates 40 mm nominal size) and curing complete, excluding cost of form work in

(Bldg.Sor 2015-16,item no.5.3.8,page no-49)(A) Foundation and plinth

Water shall conform to M-1, sand shall conform to M-6. Cement shall conform to M-3. Brick bats shall

conform to M-14.

The relevant specification of item No. 5.3.4 shall be followed except that brick bats aggregate shall be

used instead of stone aggregate.

Mode of measurement and payment :

The relevant specification of item No 5.3.4 shall be followed

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

Water shall conform to M-1. Sand shall conform M-6. Cement shall conform to M-3. Stone aggregate

mm. nominal size shall conform to M-12.

2.0. Workmanship :

2.1.1. Before starting concrete bed of foundation treaches shall be cleared of all loose materials, leveled,

watered, and rammed as directed.

Proportion of Mix :

The proportion of cement, sand and coarse aggregate shall be one part of cement, 3 parts of sand, 6 parts

of stone aggregates and shall so measured by volume.

The concrete shall be mixed in a mechanical mixer at the site of work. Hand mixing may however be

allowed for smaller quantity of work if approved by the Engineer-in-charge. When hand mixing is

permitted by the Engineer-in-charge incase of break-down of machinery’s and in the interest of the

work. it shall be carried out on a water tight platform and care shall be taken to ensure that mixing

is continued until the mass is uniform in colour and consistency. However in such cases 10% more

cement than otherwise required shall have to be used without any extra cost. The mixing in

mechanical mixer shall be done for a period 1 to 2 minutes. The quantity of water shall be

sufficient to produce a dense concrete of required workability for the purpose.

Transporting & Placing the concrete :

The concrete shall be handled from the place of mixing to the final position in not more than 15 minutes by

the method as directed and shall be placed into its final position, compacted and finished within

minutes of mixing with water i.e. before the setting commences.

The concrete shall be laid in layers of 15 cms. to 20 cms.

The concrete shall be rammed with heavy iron rammers and rapidly to get the required compaction and to

allow all the interstriees to be filled with mortar.

After the final set, the concrete shall be kept continuously wet, if required by pounding for a period of not

less than 7 days from the date of placement.

2.7. Mode of measurement and payment :

The concrete shall be measured for its length breadth and depth, limiting dimensions to those specified on

plan or as directed.

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

Item No 8 :- Provdg. & laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 hand broken

stone aggregates 40 mm nominal size) and curing complete excluding cost of form work in.

(Bldg.Sor 2015-16,item no.5.3.4,page no-49) (A) Foundation and plinth

a)Foundation and plinth building

Water shall conform to M-1, Cement shall conform to M-3. Sand shall conform to M-6. Stone aggregate

mm. nominal size shall conform to M-12.

The relevant specification of item No 5.3.2.(A) shall be followed for the work except that the work is to be

carried out in cement concrete 1:5:10.

Mode of measurement and payment :

The concrete shall be measured for its length, breadth and depth. limiting dimensions to those specified

on plans or as directed.

The rate shall be for a unit of one cubic meter

Item No 9:- 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. ifcutting 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 5 cms thick sand bedding(As per ARC)

As per Item and instructed by engineer incharge

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

Item No 10 :- Conveyance charges of earth lime, murrum, building rubbish, manure, garbage,

sludge, excavated rock, fly ash, aggregate of any kind etc. comp. upto 5 km lead.

All the surplus earth and debries remaining on site after sufficient watering shall be carried away

immediately from site of work to the place within 5 km distance as directed by the Eng. In Charge,

so as not to cause any inconvenience to the public or traffic.

If the instruction of the Eng. In Charge of work are not followed within 7 days from the site,

the work shall be carried out by the Municipal Corporation at the risk and cost of the contractor and

any claim / dispute will not be entertained in the respect.

If the filling in the trenches after subsidence of the earth filled in is to be done the same

shall be carried out at contractor’s risk and cost. No extra payment shall be made for the such

The contractor shall take care of the surplus earth after the trenches are well watered and

refilled with earth.

If required the carting shall be carried out during night also without any extra cost.

All work shall be carried out as directed by Engineer-in-Charge.

Mode of measurement

Payment shall be as per cubic meter. Rate including cost of all materials, labour, machinery,

and equipment as directed.

Item No 11 :- Providing & Laying 18 mm thick Mirror polish granite For flooring , counter , stair -

riser , tread , skirting , dedo etc. machine cut or chiselled on bed of cement mortar 1:1

pointing with neat cement slurry incl. moulding etc. comp. as per instruction of

engineer in charge. (Bldg. s.o.r 2015-2016,sr.no23 ch.no.14 )

As per Item and instructed by engineer incharge

The measurement shall be given in one smt basis

Item No 12 :- Removing and refixing old granite stone on walk way of KLF and for planter opp in

KLF removing granite stone and cleaning cement mortar with grinder, hammer and

takna, and filling the joints with white cement and necessary colour pigment as per

instruction of eng. in charge. ( As Per app rate.)

As per Item and instructed by engineer incharge

The measurement shall be given in one smt basis

Item No 13 :- supplying 18 mm thick Mirror polish granite For flooring , etc. as per instruction of

engineer in charge.

As per Item and instructed by engineer incharge

The measurement shall be given in one Sq. ft basis

Item No 14 :- Providing & Fixing 20 mm thick Mirror Polished Decorative Granite Board with

Computerised Golden Letters Discription as per instructions of engg. in charge to

M.S. frame structure for Inaugaration& Public Handover Function

As per Item and instructed by engineer incharge

The measurement shall be given in one smt basis

Item No 15 :- Providing & Supplying JCB Machine on rental basis in case of emergency situation

and break down type work & also during unavoidable condition as per instruction of

engg.incharge , rate includes all nece. shifting, fuel and operating charges and

stacking of useful & non-useful materials separately up to store. (No payment should

be allowed for non working condition of machinery and for pipe line excavation and

laying work) ( Based on Previously approved rate by C E sir

The measurement shall be given in one hours basis

Item No 16 :- Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work

on site by using Operator, fuel, power Supply etc. Complete as Directed. (No payment

should be allowed for non working condition of machinery and for pipe line

excavation and M.H. work. Allowed only for break down work) ( Based on Previously

approved rate by C E sir )

The measurement shall be given in one hours basis

Item No 17 :- providing fleming rever wash /lether coat at fixing at granite as per dir.

Item No 18 :- Supplying Unskilled Labour

CONTRACTOR'S SIGNATURE ADDI . CITY ENGINEER

& STAMP (South Zone)