Repairing leakages in water lines, laying new water lines and other maintenance work in Vanravat Lake area, Bibi Lake area, Gamtal area and various other places in South Zone Vatwa Ward

5 Estimated Cost put to tender Rs.11,07,566/13

6 Earnest Money Deposit Rs.11076/- (Demand Draft or pay order or Local MICR Cheque

Or Bank Guarantee 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 account

department(A.M.C.) circular no. 10 Dt.1/6/22 Bank guarantee of

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

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

Draft / Local MICR Cheque. & attched ANNEXURE -

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

Tender Fees with 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 As Per NIT

11 Last date of receiving As per NIT

12 Date of Opening As per NIT

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

Documents 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 of Form B1 condition of contract

Specification shall be applicable..

15 Defect &Liability Period The contractor shall be responcible 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 rectfy or

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.

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 30 september may be treated as the

16 Liquidity Damages 0.1% per day delay of remaining work after the

completion date but not more than 10% of cost of

remaining works.

17 E.P.F Act ykkdu As per Account department circular no-37

18 GST ykkdu Rates Quoted by the contractor to be inclusive of

all applicable taxes (Excluding GST). Prevailing

GST will be paid extra.

Conditional tenders will not be accepted. Municipal Commissioner reserves

the rights to reject any or all the tenders without assigning any reasons

Seal and Signature of the Bidder Addl City Engineer

As per account department(A.M.C.) circular no. 03 Dt.28/04/2023

Bank guarantee of said work must be of Ahmedabad city branch,

whichmentioned as bellow.

C. Guarantees issued by following banks will be accepted as SD/EMD on

permanent basis.

All Nationalized Banks

issued by following banks will be accepted as SD/EMD for the period up to

Marchrespect to the date of issue of Bank Guarantee irrespective of the date of

termination of Bank Guarantee.

(1) Commercial Banks :

(1) A U Small Finance Bank

(3) City Union Bank

(4) DBS Bank India Limited

(6) Equitas Small Finance Bank

(7) Federal Bank

(10) Indusland Bank

(11) Kotak Mahindra Bank

(12) Standard Chartered Bank

(13) Tamilnadu Mercantile Bank

(14) Bandhan Bank

(15) BNP Paribas

(18) Karnataka Bank

(19) Krur Vysya bank

(21) South Indian

(2)Co-Operative Banks of Gujarat :

(1)The Ahmedabad Mercantile Co-Operative Bank Ltd.

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

(3)Nutan Nagrik Sahakari Bank Ltd.

(4)Rajkot Nagarik Sahakari Bank Ltd

(5)Saraswat Co-operative Bank

(6)Saurashtra Gramin Bank

(7)The Gujarat State Co-Operative Bank

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

(9)The Surat District Co-Operative Bank Ltd.

(10)The Surat Peoples Co-operative Bank

(11) SVC Co-operative Bank LTD.

Any bid not accompanied by an acceptable Bid Security shall be rejected by the

Employer as non-responsive.

Any bid having bid security for lesser value and shorter validity period shall be

treated as non-responsive.

(a) The bid security of the unsuccessful bidders, except for L1, L2 and L3

bidders will be returned as promptly as possible.

(b) The bid security of the successful bidder, along with second and third

tenders, will be returned when the successful bidder has furnished the

required security deposit and signed the agreement.

The Bid Security of the Successful Bidder will be discharged when the bidder has

signed the Agreement and furnished the required security deposit.

The Bid Security shall be forfeited,

a) if the Bidder withdraws the Bid after Bid opening during the period of Bid

b) in the case of a successful Bidder, if the Bidder fails within the specified time

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

(iii) commence the work after signing the agreement within 15 days

No interest shall be paid by the owner on any tender guarantee. The issuing

branch of the bank guarantee shall be of Ahmedabad City only.

Bank Guarantee for Earnest Money Deposit should be executed on non-judicial

Stamp papers of requisite value in accordance with the stamp Act applicable to

that particular state of Indian Union, where executed.

18.10 The executing officers of the bank Guarantee for Earnest Money Bid Security

shall clearly indicate in (block letters) his name, designation, Power of Attorney

No. / Signing Power No. etc.

18.11 Each page of the bank guarantee for Earnest Money Deposit shall be duly

signed/initialed by the executing officers and the last page shall be signed in full,

indicating the particulars as aforesaid (sub-para 36.10) under the seal of the

Signature of Bidder Addl City Engineer

General terms & conditions

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

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

attached with tender document. Tenderer who was not registred in AMC must be get

registred in panel of approved AMC contractor.

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

Resources Department with the correction slips made up to 15-08-1999 may be referred.

(only English version) Clause No. -2 liquidated damages for delay shall be overrule by

A.M.C.’s M.C.circular no.- 9 dt. 18/05/2012.

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

"approved" by the Engineering in charge.

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

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

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 followed.

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

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

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 Except GST. will be payable by the contractor. GST will be paid extra as

per prevailing rates by AMC.

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

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

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 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.

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 will be given.

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

Government approved licensed electrical person or firm in appropriate category in

accordance to contractual provisions.

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

by Engineer in charge.

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.

& thereby total amount of work increases/ decreases.

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

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

on the contractors.

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), after evaluation of situation the actual

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

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

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

41. Conditional tenders will not be accepted.

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

Date Ahmadabad Municipal Corporation

ybœtJtœ BGþrlrmvj ftuvotuhuNl

ÆÂûtKÍtul - Esluh Ftðþ

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fhtJJtlwk hnuNu.

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f:- xuLzhhle jtgft<

ftb sJtc>th xuLzhh <ubs su xuLzhh mwaJuj ftuLx[tfxhle ©uKe ytJ<t ntug <ubs ftb fhJt mûtb ntug

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bwFðgthltbwk xuLzh mt&u hsw fhJtlwk hnuNu.

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(9) rJmkdr< ylu rnmtc stud:

nt& ^hJtlt ftbtule ctc< >NtoJ<t CtJ vºtfbtklt sÚ&t ylu hfble ftuRvK Cwjawf leault rlgbtu

ylwmth mhCh fhJtbtk ytJNu.

(1) xuLzh Chlthu >hlt Ftltbtk sKtJuj Nç>tu ylu ytkfzt Jåau ftuR ymkdr<lt fumbtk Nç>tuubtk sKtJuj hfb

btLg htFJtbtk ytJNu.

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r>Jm&e NY &guj dKJtbt ytJNu. <&t <u >hBgtl ftble 5% juFu zevtuÍex Che fhthvºtfhJtltu hnuNu.

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<uxjt r>Jmle vulÕxe xuLzh hfb (fhth rfkb<) lt 0.1 % bwsc «r< r>Jm bwsc xuLzhbtk bkswh &guj

mbgbgto>t ct>lt FhuFh ctfe ftble hfblt bn•tb 10% juFu (jefJezexe zubuSm) vulÕxe Jmwj

(11) y:- awfJKe:-

xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkfujt >h vwhtk &gujt ftb btxult Au ylu <ubtk bswhe,

vtjF, ÃjtLx, >uFhuF, mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykNu <btb Faoltu <&t sYh

sKtg <tu ylu ðgthu ht<vt¤elt ftblu juJt c^t J^thtlt Faoltu mbtJuN &Nu ylu xtkfujt CtJ fu >h fh<t

J^thtle ftuR awfJKe ykdult <ublt ftuR >tJt ægtlbtk juJtNu lnek ylu xuLzh Chlth Ftuxe hswyt<lu fthKu

y&Jt ftuR Ôgrf<yu (vAe<u ctk^ftb rJCtdltu fboathe ntug fu l ntug) <ublu ytvuje btne<elu yt^thu

vtA¤&e ftuR >tJt> hsw fhJt nf>th hnuNu lnek. <ublw xuLzh ChJt <&t <ubtk sw>t sw>t CtJ ylu >h ChJt

btxu sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw fhJtlu je^u y&Jt <ubtk&e

WCt &<t ftuR stuFb fu sJtc>thebtk&e Axfe NfNu lnek. m>h ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj

Wvh CtJ J^thtu ytvJtbtk ytJNu lrnk.

c:- ftuLx[tfxhtulu vubuLx / hlekd cej Bgwrl. frb§h©elt su <u «Joðbtl rlgb bwsc fhJtbtk ytJNu. <&t

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

f:- ftuLx[t¾xhlt >huf 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.

z:- htsg / fuL÷ mhfth©elt JF<tuJF<lt ftg>t bwsc su ftuR hfble fvt< fhJtle &Nu <u bwsc ftuLx[tfxhlt

cejbtk&e fvt< fhJtbt ytJNu.

(12) yu:- fhth mkc^e >M<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw

ce:- xuLzhbtk >NtoJuj ftb mkck^e >M<tJusbtk >NtoJuj rJd<btk rJmkd<<tlt rfMmtbtk leau >NotJuj ¢btlwmth

>M<tJusbtk >NtoJuj rJd< d{tng htFJtbkt ytJNu.fhth mkc^e >M<tJustu fhthlt ydðglt Ctd dKtNu

ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.

(yu) yufb ylu f>:-

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

z[tu#dbtk f>, ytfth, ytkfzt f>ta Ftuxt ntug <tu btvujt f>, ytfthlu yLþmhÔþk

(2) xuLzh Vtubole yLþMþra-ce

(3) MvuNeVefuNl

Cwj Chujt fu Ftuxt JKollt rfMmtbtk yt mkck^e Wvhefûttyu rJmkd<<t ykdule ltuk^ bwfe yuze.mexe

yuLSlegh / zu.BGþrl.frbNlh©ele bkswhe bu¤JJtbtk ytJNu ylu <u bwsc fhJtbkt ytJuj rlKog ykr<b

(13) xuLzhhu z[tuRkd fu MvuNeVefuNlbtk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe ylu Rsluh

Rlatsuo 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 sJtc>the (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb >hBgtl bswhtu fu sl<tlt ftuR

btKmlt òlbtj lu lwfNtl &tg <ule sJtc>the ftuLx[tfxhle hnuNu. vtujem Vrhgt> &tg <tu <ule

sJtc>the vK ftuLxtfxhle hnuNu. CuFz Dme l vzu <ule sJtc>the vK vtujem Vrhgt>bt ftuLx[tfxhle

hnuNu. CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu >tuhzwk ctk^e bswh Ftztbtk W<thJt, mtuhekd ylu

Mx[xekd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu <tu ftuLx[tfxh s vtujem Vrhgt>bt sJtc>th hnuNu

ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtc>th hnuNu lrn. ytxjwk mbSlu s xuLzh ChJwk.

bswhtultu rJbtu vK W<thJtu.

(17) ftuLx[t. îtht xuLzhbtk œNtoJuj MvuNurVfuNl bwsc MxtLzzo bxehegÕm MvuNerVfuNl bwsc jtJJtltk hnuNu.<&t

sYh sKtg <tu xuMxekd fhtJJtlwk hunuNu.<&t yt ykdu «J<obtl Bgwrl.ftuvtuoltk 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< r>l 1btk vh< jR sJtltu hnuNu.

yLg&t <ule lwfNtlle sJtc>the ftuLx[tfxhle hnuNu.

(20) ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au. <ubt mhfth©elt «Joðbtl rlgb bwsc ve.yuV/juch yufx <&t

bswhtu <&t MxtVle Jebt vtujeme jElu <ult ftg>tlw vtjl fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht

su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu. bu.BGþrl.frbNlh©elt mh¾âwjh Bþsc sYhe ctknu^he vºtf

ytvJtLþk hnuNu.

(21) ftuRvK ftg>tfeg jexeduNl yb>tJt> Nnuhle ftuxobtk 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

(23) ftuR vK mhfthe fhJuht ChJtle <btb sJtc>the ftuLx[tfxhle hnuNu.

(24) yt xuLzhbtk 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.ftuvtuohuNllt «Jo<btl rlgb ylwmth J^thtle

ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u bwsc awkfJKe fhJtbtk ytJNu.

(25) atjw ftb >hBgtl «tuxufNlle mkvwKo sJtc>the ftuLx[tfxhle hnuNu. subtk vevzt, >tuhzt Cgmwaf ctuzo, ÃjtMxef

vèe, rJ. ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwk hnuNu. ylu ftuRvK yfMbt< &Nu <tu <ule mkvwKo sJtc>the

ftuLx[tfxhle hnuNu.

(26) M&¤ Wvh atjw ftbdehe >hBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg Ôgrf<lt yfMbt<lt

rfMmbtk juch yufx bwsc fhJtle &<e ftgoJtne <&t vtujem ftgoJtnele sJtc>the ftuLx[tfxhle hnuNu.

(27) stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubtk >hhtus fhuj ftbdehe <&t

yr^ftheytuyu ftb mw^thJt fu «tud{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 m•ttt yuze.mexe

yuLSlehgh©elu hnuNu.

(28) >huf ytRxblt MvuNeVefuNl yb>tJt> 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 >hhtus J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt

Fauo ylu sutFbu Jdh ltuxemu Jtuxhekd fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu ylu cejbtk&e hfb ftve

(29) juch JuÕVuh Vkz btxu ntjbtk htsg mhfth©eyu fhuj nwfb bwsc 1%(yuf xft) hfb cejbtk&e ftve juJtbt

(30) atubtmtltu vehegz <t.15 swl &e 30 mÃxuBch Mþ^eltu dKJtbtk ytJNu. yt mbg >hBgtl ftuLx[tfxh îtht

ftbdehe fhe Nftg <ub l ntug <tu <u Bþscle xtEb jebex J^the ytvJtbtk ytJNu.

(31) ftuLx[tfxhu xuLzh Ch<e JF<u ve yuV,Jux mrxoVefux ylu muÕm xuût lkch rJduhu sKtJJtlt hnuNu.

લ ુ બ ESIC/EPFO નોધણી કરાવવાની

yufhthlwk Vtubo

(1) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tk vnujtk 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

>M<tJustu ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkb< Awk/Aeyu.

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

btuctEj lkch mt&u (œrûtK Ítul)

" 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. me.me.yth.yum.

yk<do< b¤<e Vhegtœtu <&t vtKele jtRllt jefus hevuhekd lt ftbtu <tðftjef atjw fhe rlg< mbg bgtoœt

(yum.yuj.yu.) btk vwKo fhJtle hnuNu. 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 ytJNu.

mwra< xuLzh yu.yth.me. «fthlwk ntuR xuLzhle mbgbgtoœt 12 (cth) btm htFJtbtk ytJuj

Au. vhk<w mwra< xuLzh yLJgu fhJtlt &<t ftblt bkswh ykœts bwsc yjd &e vuxt Jfo ytuzoh ytvJtbtk

ytJNu. mwra< Jfo ytuzohbtk mwaJuj mbgbgtoœtbtk ftbdehe vwKo fhJtle hnuNu. <ub fhJtbtk rJjkc &gu&e

mwra< xuLzhle "je¾Jezexe zubuSm" btk sKtÔGtt bwscle Nh< bwsc ftgœumhle ftgoJtne fhJtbtk ytJNu.

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 Twelve (12) months after the order to start the works.

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

work shall be as per design and instructions of Add. City Engineer and his order will be

considered final.

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

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

inspection by Municipal Staff. Watering of all the items shall be as per instructions otherwise

no payment shall be made to contractors. Mixing of concrete shall be done by concrete mixer

machine. Arrangements of binding vibrator for R.C.C. works if required shall have to be made

by the contractor.

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

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

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

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

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

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

the work as directed. All the rejected materials shall be removed from site within 24 hours by

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

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

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

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

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

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

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

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

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

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

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

extra and the contractor will have to carry out the works and he will be paid at the rate quoted

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

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

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

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

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

the Rules framed the to under.

The tender for the work shall remain open for a period (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 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:-

1. Conditional tender shall not be accepted.

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

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

form of demand draft.

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

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

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

Specifications published by Gujarat Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'SSIGNATURE

ADDL.CITYENGINEER

& STAMP (South Zone)

AHMEDABAD MUNUCIPAL CORPORATION

SOUTH ZONE ENGINEERING DEPARTMENT

Name of Work:-દ ણઝોન વ વા વોડમાં વનરવટ તળાવ િવ તાર, બીબી તળાવ િવ તાર, ગામતળ

Qty Item Rate Per Amount

Transporting from AMC store and laying

spigot and socket New DI pipe line DI-k-

9 pipes of various classes with CI/DI/MS

specials of following diameters. Rate

includes excavation up to minimum 1.0 mt.

1 depth from top of pipe / as per requirement

in any soil, refilling after laying pipe,

covering and temptation of carting surplus

earth up to 30 mt. lead and watering and

compaction. Clearing the site. All Joints

shall be made tight & leak free etc. comp.

0 (A) 80 mm dia 63.39 Rmt.

0.00 (I) 450 mm dia. 275 Rmt.

Only Removing & recover of existing CI/DI

pipe line & Specials, removing any type of

2 joint , carting it to the Muni. Stores as &

where directed as per instruction of Engg. In

charge with excavation & refilling.

0.00 (A) 80 mm dia 63.39 Rmt

10.00 (B) 100 mm dia 64.29 Rmt

0.00 (E)250 mm dia. 113.39 Rmt

Removing & relaying of existing CI/DI

pipe line & Specials, Cleaning of pipe &

Specials from Inside, including excavation,

refilling etc. comp. in line & level with any

type of joints as per instruction of engg. in

0.00 (A) 80 mm dia 63.39 Rmt

15.00 (B) 100 mm dia 64.29 Rmt

0.00 (E)250 mm dia. 112.5 Rmt

Labour charges for installing and jointing

Sluice Valves including loading,

transporting from owner's store, lowering

in location to the required with excavation

4 refilling alignment by crane/ tripod and chain

block including cost of total nos. of nuts,

bolts, Necessary gaskets and excluding

fixing of tail pieces with lead & jute etc

complete as directed by Engg. in charge.

5 Labour Charges for removing and

recover of ex. C.I. Sluice valve with

tail pieces and carting it up to Muni.Store or

site as per instruction of Engg. In charge

item include. necessary Excavation,

removing or making joints, refilling

etc.comp. as directed by Engg in charge.

Labour charges for reparing the leackage in

CI / DI pipeline of following diameter at

different places including necessary

excavation manually or by machinery,

removing of mud, dewatering,cleaning of

6 pipe, cutting of pipe, jointing & repairing

using CID joints including CID joints, rubber

rings, nut bolts, hiring excavator,

Hydra/Crane, dewatering machine, fuel,

operator etc complete (including cost of

jointing material but excluding cost of pipe)

0.00 (A) 80 mm dia 1590 No

Labours charges for collecting specials

from Municipals store loading

transportation, unloading to the site, laying

7 500.00 and fixing CI specials inclusive of all jointing 21.43 Kg.

materials like lead, spun etc.and labour,

exacavation re-filling and nece. dewatering

as per instrucation of engg. incharge.

Labour charges for recovering CI specials

from old line by heating the old joints by

gas / any heating device and recovering

the fittings in re-usable condition and

loading, carting, unloading them to nearby

Municipal stores.

Fixing of valve Road box incl .locating

valve, nece. excavation, Brick

9 0.00 Masonary,PCC work. Item also inclues 446.43 Nos

cartring form AMC store to site.

Etc.Comp. as directed

Labour charges for reparing the leackage

in CI / DI pipeline for following diameter at

different places including necessary

excavation manually or by machinery

removing mud, dewatering,cleaning of pipe

and leackage portion and reparing by

inserting lead wool including tools required

for inserting lead wool, hiring charges of

excavators, hydra/crane, dewatering det,

fuel,opraters, cost of lead wool ttc complete

(including all material but excluding cost of

0.00 (A) 80 mm dia 701 No

11 Excavation for trail pit of maximum

diamension of 1.5 mt x0.75 x 1.5 mt

depth for location of existing line

50.00 including excavation but excluding cost 223.21 No

asphalt cutting but including refilling,

watering etc. comp as per instruction of

Engg in charge.

Making hole on existing CI/DI/MS water

pipe line including nacessary GI fittings

12 item also includes necessary excavation,

dewatering and refilling as per instruction

engg. In charge etc.comp.

Labour Work for temp Jodan of ex.line for

running water supply incl making

13 0.00 collar between gap of pipe & jointing with 267.86 No

jute & day after removing all this as per inst

etc.comp as dire.

Labour charges for doing washout of

water pipe line at end including

necessary excavation refilling the pit.

Allowing the water to flow for 15 minutes

twice or thrice as per site condition during

supply hour, dewatering the pit and

plugging with existing wooden butch.

etc. comp. as per instruction

15 Supplying wooden taper bunches from

jungle wood (Like limda, ambo)

50.00 (A) 15 Mm dia. to 20 MM dia. 13.39 No

20.00 (B) 25 Mm dia. to 37 MM dia. 17.86 No

20.00 (D) 80 mm dia to 100 mm dia line 312.5 No

Providing , Supplying and fixing ISI

mark approved quality for ferrul

16 connecting to existing CI/DI pipe line of

water tight joints per inst.of engg. in

Conveyance charge of earth

,lime,murrum, building rubbish,manual

garbage,sludge,excavated rock ,fly ash,

aggregate of any kind etc. comp.up to

Km. lead (Based on Building SOR 2015-16,

P-589 - Item code- 3.2.1)

Extra rate over item of excavation of

earth for excavation of asphalt pavement

of thickness up to 0.20 meter including

demolishing the asphalt carpet,metal,soiling

etc.comp. with stacking the material as

0.00 a) up to 0.20 meter thickness (By Manual) 71.43 smt

b)Up to 0.30 meter (By Breaker Machine

0.00 including cost of operator, fuel, & 178.57 smt

transportation etc complete.

c) 0.30 meter & above (By Breaker Machine

0.00 including cost of operator, fuel, 312.5 smt

& transportation etc complete.

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

19 40.00 working condition of machinery and 535.71 hr

for pipe line excavation and M.H.

work. Allowed only for break down

work) ( Based on Previously approved

rate by C E sir )

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 )

Providing and operation dewatering

Pump including fuel charges &

operator Charges etc. as directed etc.

comp. (Shift for Eight Hour) (For Each

Pump Set, No payment should be

allowed for non working condition of

machinery ) ( Based on Previously

approved rate by C Esir )

Providing, laying and jointing in true line and

level U.P.V.C pipe (SCH - 40) of following

dia. including fittings of standard make as

approved by Engineer

- in - charge. Pipe shall be fixed on the wall

with the help of clamp at every 2000 mm

centre to centre or shall be concealed

as directed including necessary fittings etc.

including testing of pipe and joints and fixing

the same with adhesive solvent, including

cost of all materials. (As per Building SOR

Providing and laying in trenches galvanised

mild steel tubes (Medium grade) of the

following nominal bore, tube fittings

(Earthwork in trenches to be measured

and separately) (As per Building SOR

Supplying, labour for excavation of all

types of soil at any depth including

excavation of asphalt pavement of any

thickness, demolition of brick work in CM of

any proportion including stacking of

serviceable materials and disposal of

unserviceable material etc. comp. as

120.00 Mazdoor at day /night 452.00 No

0.00 Fitter at day / Night 312.5 No.

30.00 Makadam/ supervision/Fitter at day / Night 379.46 No

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.

25 0.00 Item also includes for making temporary 80.36 Rmt

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 complete) (Based on Drainage SOR

Prov. & Supp. lead as per A.M.C

26 0.00 specification. 225 Kg

(Rate is on the basis of Central Store )

Prov. & Supp. Jute as per A.M.C

27 0.00 specification. 71.4 kg

(Rate is on the basis of Central Store 2)

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)

For materials relevant specification of Building Specification shall apply.

TECHNICAL SPECIFICATIONS

(A) labour work of laying and jointing of /cast iron pipes.

(B) labour charges for recovered cleaning di water pipe line &

relaying the same

(C) labour charges for recovering exst.CI/DI water pipe line incldg.

excavation and refilling and jointing pipe in line and level etc.comp.

(D) labour work of laying and jointing of cast iron sluicevalves.& bend

,coller.& any specials

This Specification covers the requirements for collecting from Municipal Stores or contractor’s stack yard transportation of cast to work sites lying jointing

and field testing of cast iron pipes and fittings for the water distribution Network.

APPLICABLE CODES:

Various operations such as transport to work sites lowering in trenches laying jointing and

field testing of cast iron pipes and fittings shall comply with all currently applicable standards.

In all cases the latest revision of the standards shall be referred to. If requirements of this

specification conflict with the requirements of the standards this specification shall grove.

(a) IS: 638 Specification for sheet rubber jointing and rubber inserting jointing.

(b) IS: 782 Specification for caulking lead.

(c) IS: 1538 Specification for cast ion fittings for Pressure pipes for water gas and sewage.

(d) IS: 3114 Code of practice for laying of cast-iron.

(e) IS: 3400 Methods of test for vulcanized rubber (Parts to 20)

(f) IS: 5382 Specification for rubber sealing ring for Gas mains water and sewers.

(g) IS: 6587 Specification for spun hemp yarn.

CARTING AND HANDLING:

Cast iron pipes fittings (specials) and valves with tail pieces shall be transported from the

Municipal Stores or contractor’s stack yard to the work sites at places along the alignment of

pipeline as directed by Owner /Engineer. The Contractor shall be responsible for the safety of

pipes fitting and vales with tail pieces in transit loading/unloading. Every care shall be

exercised in handling pipes and fittings to avoid damage. While unloading the pipes and fittings

shall with steadying ropes of by any other means. Padding shall be provided between coated

pipes fittings and skids to avoid damage to the coating Suitable gape between pipes should be

lift at intervals in order to permit access from one side to the other. In case of spigot socket

pipes care should be taken regarding orientations pipes while unloading. As far as possible

pipes shall be ulna added on one side of the stretch only. The pipes shall be checked for any

visible damage (such as broken edges cracking or spelling of pipe) while undo adding and shall

be sorted out for reclamation any pipe which shows sufficient damage to preclude it from being

used shall be discarded shall be prohibited. Necessary warning boards and lamps should be

provided in front and side of pipes to avoid any accident. Pipes should be stacked with

sufficient packing to prevent rolling of the same. Contractor will be fully responsible for any

accident due to pipes or other materials stacked on site of yard. Contractor will be fully

responsible for any legal formalities arising due to such accident and all legal charges there of

shall be paid by contractor of will be recovered from his running bill of the same or other AMC

Each stack of pipes shall contain only pipes of same class and size, with consignment or batch

number marked on it with particulars of supplies wherever possible storage shall be done on

film level and clan ground and wedges shall be provided at the bottom layer to keep the stack

stable. The stack shall be in pyramid shape or the laid lengthwise and crosswise in altimeter

layers. The pyramid stack shall be made for smaller diameter pipes for conserving space in

storing them. The height of the stock shall not exceed 1.5m. Fitting and sluice valves with tail

pieces shall be stacked under cover and separated from pipes. Rubber rings shall be stored in

clean cool store away from windows boiler electrical equipment and petrol oils or other

chemicals particularly in the field where the rubber nods are being used it is desirable that they

are left out on the ground in the sun or overmuch under heavy frost of snow conditions.

LAYING - GENERAL

The Contractor shall visit the before tendering and get himself acquainted site condition and the

regulations regarding the laying of pipes in congested areas heavy traffics areas etc. The

successful bidder shall take the necessary permission and clearance of all the authorities like dip

ardent of ads traffic water supply and the drainage electricity broad telephone comp any etc.

Wherever necessary.

Road reinstatement shall not be included in back filling unless specified.

To protect person from injury and to avoid damage to property adequate barricades construction

signs red lanterns and guards as required shall be placed and mainlined during the progress of

the construction work and unit it is safe for the traffics to use the roadways. The relevant Indian

standards and the rules and regulations of the local authorities in regarded to safety provisions

shall be observed.

General lighting for works site, warning lights, sign boards, fencing etc. shall be provided by

contractor at his own cost.

Suitable fencing shall be provided along the sides of trenches and pits. The post of the fencing

shall be of timber securely fixed in the ground not more then 3m.apart and they shall be less

than 75 mm in diameter of less than 1.2 m above the surface of the ground. There shall be two

rails. One near the top of the post and the other about 450 mm. above the ground and each shall

be from 50mmto 70mm in diameter and sufficiently long to run from post to post which they

shall be bound with strong rope. The method of projecting rails beyond the posts and tying them

together where they meet will not be allowed on any account. All along the edges of the

excavated trenches a bank of earth about 1.2. m high shall be formed as required by the

Owner/Engineer for further protection. The above work shall not be paid for separately and the

contractor shall take into account the costs of such works and quote accordingly.

Whole work shall do within 24 hrs. By parts or whole work so that water supply from AMC

shall not be disturbed.

The excavation in the foundation shall be carried out in true and level and shall have the

width and depth as required and as directed. The Contractor shall provide necessary slopes to a

safe angle or steps as required or directed at his own cost No extra payment shall be made for

such precautionary measures taken. The bottom of the excavated area shall be leveled both

longitudinally and transversely as directed by removing excess soil and watering as required.

No earth filling will be allowed for bringing it to level if by mistake or any other reason

excavation is made deeper or wider than as directed. The extra depth or width shall be made up

with concrete of the same proportion as specified for the foundation concrete at the cost of the

contractor. The excavation up to any required depth shall be carried out under this item as

required and directed by engineer in charge.

Surface Excavation for Road Work:

Excavation exceeding 1.5 mm in width and 10 sq mm on plan but not exceeding 30 cm in depth

in all kinds of soil which are specified shall be as treated as surface excavation.

Excavation in trenches for service lines- Water supply and Drainage:

Excavation in trenches shall be carried out in any material encountered on the site to enable the

service lines to be laid to the lines and levels shown and as directed. Excavation shall be made

with adequate and stable side slopes or shoring strutting if necessary. The contractor shall

provide all measures to protect adjoining properties service limes etc. The contractor shall take

necessary action to keep excavation free from water.

Trenches shall be wide enough to provide sufficient space for joining and inspection. The

trench bed shall be trimmed and rammed with sprinkling of sand or murmur so that the pipes

when laid to the required levels and gradients shall be no the bottom fully supported along the

entire length of the pipe. The trench shall be deepened and widened locally to receive the

sockets and to permit the joint to be made and inspected.

Before excavation is started rails shall be erected at convenient places and at all changes of

direction and gradients at a definite and as far as practicable uniform height above the proposed

invert level of the pipes the center lime being clearly marked on each horizontal rail. The depth

of excavation and level of the pipe invert shall be checked by means of benching road of

appropriate lengths.

Disposal of the Excavated Stuff:

The excavated stuff of the selected type shall be used for filling the trenches and plinth or

leveling the ground in layers including ramming and watering etc. complete. The Contractor

shall remove the balance of the excavated from the site of work to a place as directed within a

lead unto 50mm and for all lift.

Filing of Trenches:

As soon as the work in foundation has been completed and measured the sides of foundation

shall be cleared of all dedans brick bats mortar dropping etc. and filled with earth in layers not

exceeding 15 cm each layer shall be adequately watered rammed well and consolidated before

the succeeding layer is laid. The earth shall be rammed with iron rammers where feasible and

with the butt ends in layer of crowbars where rammer cannot be used. The plinth shall be

similarly filled with earth in layers not exceeding 15 cm adequately watered and consolidated

by ramming with iron or wooden rammers. When filling 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 filing shall be kept to shape and gradient intended to receive

any floor finish. The excavated stuff of the selected type only shall be allowed to be used for

filling the trenches and plinths. Under no circumstances black cotton soil shall be used for

filling the plinths.

FILLING MATERIALS:

Filling materials may be either excavated stuff of selected materials brought from outside.

Excavated stuff or selected earth to be used shall be cleared of all rubbish large size stones brick

bats etc. complete and big clods shall be broken down to a size of 50 mm or less. The selected

soil and or murmur or any other materials shall be got approved before filling.

Refilling shall be done in a systematic manner by the contractor before refilling starts, the

contractor shall get checked the trenches ready for refilling.

The space between foundation masonry concrete pipe line and the sides of excavation and/or

bottom of found at ion shall be refilled to the original surface or up to plinth level with earth or

selected materials in layers of 15 cm to 20 cm each well watered and rammed.

Each layer shall be watered and compacted with heavy rammer before the upper layer is laid till

the final level is reached to form a thoroughly compacted base.

Refilling on top of pipe shall be carried out carefully with selected soft stuff out of the

excavated stuff. The refilling shall be raised about 5 cams. For subsequent settlements.

The contractor shall be responsible for any settlement during passage of time of during

monsoon and the same shall be refilled with stuff brought from the out side if necessary.

The process of refilling brunches in plinth watering ramming shall be carried out in such a way

as not to danger to pipe line for foundation footing plinth well etc. already laid or built up.

If watering is not done by contractor with its own arrange meant watering charges at 20% of

this item rate shall be deducted from the bill against this item.

The rubber ring shall be stored in a cool dark dry and dust free environment The storage shall

not be exposed to direct sunlight or any heat radiating appliance. The rings shall not be allowed

to come in contact with any fuels and shall be stored free of tension.

Rubber rings shall be clearly labeled in bundles to indicate the type of ring. The size of pipes

for which they are to be used the manufacturer’s name or trademark and the month and the year

of manufacture.

The rings shall comply with IS 5382 regarding their material finish tolerance in dimension and

physical requirement.

The rubber rings shall be such that they shall not show any signs of deterioration for any reason

during the contract period plus the defects liability period, Entire expenses associated with

correcting defects in this regard including replacement of rubber rings shall be fully borne by

the contractor.

In jointing cast iron spigot and socket pipes and fitting with tycoon flexible joints the contractor

shall take into account the manufacturer’s recommendations as to the methods and equipment to

be used in assembling the joints. In particular the contractor shall ensure that the spigot end of

the pipe to be jointed is smooth and has been properly chamfered that the rubber ring as per IS

5382 is correctly positioned in the socket and that the two pipes are accurately in line, before

the joint is maid. The rubber rings and any recommended lubricant shall be obtained only

through the pipe supplier or as directed by the Engineer.

LEAD CAULKING JOINTS

The jointing shall be done with molten lead and spun yam. Pin lead shall be of uniform quality

clean and free from foreign materials. It shall be of uniform softness capable of being easily

caulked or driven. It shall conform to IS: 782 Spun yarn shall be of clean hemp and of good

quality. It shall conform to IS: 6587 Its quantity shall be as follows.

Quantities of spun Yarn for Different Sizes of Pipes

(Materials for single collar joints)

Nominal Internal Spun Yarn Mass

Note: Under special circumstances the Engineer-in-charge may decide the quantities of spun

yarn depending upon the site conditions. The quantity of different diameters of C.L.

pipes and fittings shall be as follows:

QUANTITIES OF LEAD YARN FOR DIFFERENT SIZES OF PIPES

Normal Size of Lead/ Joint Depth of lead

Pipe mm Kg Joint mm

Note: The quantities of lead given are provisional and a variation of 20 percent is permissible

Lead shall be heated in a melting pot kept in easy reach of the joint to be poured so that the molten metal will not be chilled in being carried from the

melting pot to the joint and shall be brought to a proper temperature so that when stirred it will show a rapid change of color. Before pouring all

scum shall be removed. Each joint shall be made with one continuous pour filling of the entire joint space with solid lead. Spongy or

imperfectly filled joints shall be bunt out and repaired.

The joint runner shall fit snugly against the face of the socket and the outside of the pipe shall be

dammed with clay to from a pouring lip to provide for filling the joint flush with the face and to

the top of the socket.

The jointed is done by first caulking in spun yam, then filling the remainder of the joint space by

running in molten lead, taking care that no dross enters the joint and then thoroughly caulking

the lead. The spun yam shall be used to center the spigot in the socket and to prevent the flow of

molten lead into the bore of the pipe.

After the lead has been run into the joint the lead shall be thoroughly caulked. Caulking of joints shall

be done after a convenient length of the pipes has been laid and leaded. The leading ring shall

first be removed and any lead outside the socket shall be removed with a flat chisel and then

joint caulked removed with a flat chisel and then the joint caulked around three times with

caulking tools of increasing thickness and hammer of 2 kg. Weight Lead run joints shall be

preferably finished 3 mm behind the socket face. The joints shall not be covered till the pipe

line has been tested under specified hydrostatic test pressure, though the rest of the pipe line

should be covered up to prevent expansion and contraction due to variation in temperature.

Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc. in

layers not exceeding 20 cams. In depth consolidating each deposited layer by ramming and

The refilling will generally refer to refilling of pipe line trenches, foundation trenches up to

plinth level or ground level with excavated stuff selected soil brought from outside.

Clearing or Trenches or Ground:

The excavated trenches for foundation or ground over which filling is to be done shall be

cleared off all grass loose stones rubbish of all kinds brick bats as well as tress roots etc.

They shall be well watered before stuff is laid.

Mode of measurement for Item No.

Measurement shall be paid by Rmt. basis.

Mode of measurement

Measurement shall be paid by Nos. basis.

Seal and Signature of the Bidder Addl. City Engineer

AHMEDABAD MUNICIPAL CORPORATION

FORM OF BID AND APPENDIX TO BID

FORM 1 - BID SECURITY (BANK GUARANTEE)

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

with the term and conditions of tender for the work

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

rupees………………..(in words............................................) Rs. (in figures) and we

undertake to pay to Municipal Commissioner, Ahmedabad Municipal Corporation, A'bad.

Specified tip to his first written demand, without demur without delay and without the

necessary of a previous of judicial or administrative procedures and without the necessity of a

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

the defects or short comings or debits of the contractor any sum within the limit of

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

during 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 be less than 120 days from the stipulated date of receiving the tender) we shall be discharge

from all liabilities under the guarantee thereafter

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

consent of the Municipal Commissioner, Ahmedabad Municipal Corporation, A' bad in

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

Tenderer or of the Bank.

Signature & Seal of Guarantor ...........................

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

accepted 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.

7. List of approved banks - .As per AMC finance dept.circular No-5 Dt.5/5/07 & F.D. Circular

Seal and Signature of the Bidder Addl. City Engineer (S.Z)

FORM -2 PERFORMANCE GUARANTEE BOND

(BANK GUARANTEE)

(Clause 37 of Section I Volume 1)

Awarded a contract dated_ __________________for the Repairing leakage and laying

water pipe line at Shahwadi and other different area in Lambha ward in South

Whereas the said M/s __________________________________________has approached Us

___________________________________________Bank to provided a PERFORMANCE

GUARANTES BOND to the AMC for the work undertakes by M/s.

have agreed to provided such a PERFORMANCE GUARANTEE BOND. Now therefore, we

the_ ______________________Bank provided the following Performance Bank, Guarantee by

way of these Bond to the AMC.

1. The contract value of the contract provided to M/s. _____________________by the AMC in

Rs. _ __________. This guarantee in the nature of PERFORMANCE GUARANTEE is

provided so as to ensure and indemnify the AMC for full and proper performance of the

contract by M/s.______________________

the _______________________________Bank hereby indemnify the AMC for all losses and /

or damages to the road surface which would be laid or resurface by

M/s.________________________ and such PERFORMACE GUARANTEE would include any

damage to hot mixes, dense bituminous macadam asphalt, concrete, seal coat, concrete blocks,

road markings, signage, steel structures which may be suffered by the AMC as a result of

defective production of mixes, because of poor workmanship, or at all, by way of this bond, we

the _________________________________Bank agree and promises that in the eventuality of

the contractors M/s. __________________________________________not repairing or

remeding the Problem, loss or damage to the road surface we shall indemnify and pay the AMC

such expenses, losses and damages that may be incurred by the AMC, as a result of the AMC

getting the work done itself or from the other source.

2. We _______________________________ Bank agree and understand that the decision as to

whether any losses or damages to the project have taken place or not and / or whether the work

suffers from poor workmanship or not will be taken by the Commissioner of AMC and on the

Commissioner's decision regarding such losses or damages or defect whatsoever being so

notified by the AMC to us, We shall immediately take steps and ensure that

M/s.__________________________________ faithfully and diligently carry out the necessary

remedial steps to the full satisfaction of the Commissioner of the AMC. The opinion of the

Commissioner as to whether full and complete remedial steps, to the full satisfaction the

Commissioner of the AMC has been taken or not, will be that of the AMC. For the purpose, of

arriving at such decision as aforesaid it will be open to the Commissioner of the AMC in case

he so desires, to delegate this power to subordinate like the city Engineer to take appreciate

decision and the decisions referred to above will be deemed to be properly take and as if taken

by the Commissioner of the AMC. In the eventually of M/s.______________ not

taking remedial action to the almost satisfaction of the Commissioner of AMC. The AMC will

be entitled to get the work done itself or from sources. On the Commissioner of the AMC

notifying to us the total expenses incurred for this purpose. We hereby expressly have under

taken to pay the AMC the said amount forth with and in any case not less than 7 days from

taken to pay the AMC the said binding the amount indicted by the Commissioner of the AMC

and our obligation to pay such amount will be continuing of the AMC and our obligation

irrespective of any dispute of differences that may arise between us and M/s.

_____________________________ of between the AMC and M/s.

3. The contract value is Rs. __________________________. This PERFORMANCE

GURANTEE is limited to 5% of the said contract value and accordingly it comes to Rs.

_______________________ our liability will be in all cases be limited to

4. We agree and undertake that this PERFORMANCE GURANTEE will be valid for a period

of five years and one month from the date when the contract work is completed by the

M/s._____________________________________. The Commissioner of the AMC notify such

completion that to us. In case, no such completion it is notified, this performance guarantee will

be a valid from five years and one month from the date of execution of this agreement. The

Performance Guarantee will come into effect from such completion date. In case however, the

contract of several parts it will be opened to the Commissioner to indicate separate completion

dates for separate part and to simultaneously indicate a break up of the contract value equivalent

to the separate part. In which case the PERFORMANCE GUARNATEE to extent of the

different completion dates. It is expressly understood that the considering this period of five

years and one month, the date by which the Corporation, intimate the Bank about the losses,

damages or problems as the case may be, shall be considered as long as such intimation is

within a period of five years and one month from the completion date. We the

___________________ Bank will be liable, irrespective of whether the remedial actions or lack

thereof has taken place after the period of the five years and one month.

5. We _________________________________ Bank agree that the PERFORMANCE

GUARANTEE which is continuing guarantee will be binding, and enforceable against us

irrespective of any difference / disputes between the AMC and M/s.

and irrespective of any change or variation or execution time or any forbearance or waiver made

or grant by the AMC to M/s.___________________________________.

6. In case any disputes arise as to the interpretation or implementation or implementation of this

PERFORMANCE GUARANTEE, the matter shall be referred to the sole arbitration of he

Commissioner of AMC whose decision in the matter will be final. In case any resource to any

court of law is necessitated, the appropriate Civil Court in the Ahmedabad along will have

Date: Signature of Contractor

FORM 3 - FORM OF AGREEMENT

THIS AGREEMENT made the ____ day of _______, 200_ between Ahmedabad Municipal

Corporation ………………..(here in after called “the Employer”) of the one part and

____________________________________________ (here in after called “the Contractor”) of

the other part.

WHEREAS the Employer is desirous that certain works should be executed by the Contractor,

____________________________________________ and has accepted the bid by the

contractor for the execution and completion of such works and the remedying of any defects

therein at a contract price of Rs.______________ (Rupees _________________

NOW THIS AGREEMENT WITNESSETH as follows:

1. In this Agreement, words and expressions shall have the same meanings as are respectively

assigned to them in the Conditions of Contract hereinafter referred to.

2. The following documents shall be deemed to form and be read and construed as part of

this Agreement, viz.:

a) the Letter of Acceptance;

b) the General Conditions

c) The Financial Condition

d) the Technical Specifications;

e) the Priced Bill of Quantities; and

f) other documents forming part of the contract.

3. In consideration of the payments to be made by the Employer to the Contractor as here in

after mentioned, the Contractor hereby covenants with the Employer to execute and complete

the Works and remedy any defects therein in conformity in all respects with the provisions of

4. The Employer hereby covenants to pay the Contractor in consideration of the execution and

completion of the Works and the remedying of defects therein the Contract Price or such other

sum as may become payable under the provisions of the Contract at the times and in the manner

prescribed by the Contract. IN WITNESS whereof the parties hereto have caused this

Agreement to be executed the day and year first before written.

Signed, sealed, and delivered by the said Employer and the Contractor in the presence

On behalf of Ahmedabad Municipal Corporation On behalf of M/s.

Binding Signature of the Employer : Binding Signature of the Contractor