construction of catchpit cover repairing , rising work and levelling work at different t.p road in vatva ward south zone ahmedabad.(ARC tender)

5 Estimated Cost put to tender Rs.

6 Earnest Money Deposit Rs.9950/- (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. 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 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

Bank guarantee shall be submitted as per AMC Finance Department Circular No.03

dated 28-04-2023

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

permanent basis.

 All nationalized Banks

B. Guarantees issued by following banks will be accepted as SD/EMD for theperiod

up to March- 31, 2024. The validity cut-off date in the GR is withrespect to the

date of issue of Bank Guarantee irrespective of the date oftermination of Bank

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) IndusInd 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

20) South Indian Bank

21) Utkarsh Small Finance Bank

Co-operative and Rural Banks Of Gujarat :-

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Kalupur Commerical Co-operative Bank Limited

3. Nutan nagrik Sahakari Bank Limited

4. Rajkot Nagarik Sahakari Bank Limited

5. Saraswat Co-operative Bank

6. Saurashtra Gramin Bank

7. The Gujarat State Co-Operative Bank

8. The Mehsana Urban Co-operative Bank Limited

9. The Surat District Co-operative Bank

10.The Surat Peoples Co-operative Bank

11.SVC Co-operative Bank LTD.

The Issuing Branch Shall Be Of Ahmedabad & Gandhinagar Only.

Special Note: - Amendment, If any by finance department of A.M.C. Shall be

Considered final and Binding Contractors .

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

General terms & conditions

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

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

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

registred in panel of approved AMC contractor.

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

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

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

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

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

"approved" by the Engineering in charge.

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

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

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

(1) y:- yt xuLzh su <u Jdolt yb>tJt> BGþrl.ftuvtuohuNl y&Jt fuLî{ y&Jt htsg mhfthle btLg gt>elt ftuLx[fxhtu Che

NfNu. dJobuLxlt btLg ftuLx[tfxhu yb>tJt> BGþrl.ftuvtuohuNlbtk btLg ftuLx[tfxhtule gt>ebtk hSMxuNl fhtJJtlwk

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

f:- xuLzhhle jtgft<

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

ytvJtbtk ytJNu.ftb ytv<t vnujt ftuLx[tfxhu ftb mk<tu»tfthf <ubs xtRb jebexbtk ÃþY fhJt sYhe

mJj<,ylwCJ, ûtb<t ylu VtgltLmegj hemtumo hsw fhJtlt hnuNu.

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

mh¾gwjh,lk -17,<t.09/12/2012 bwsc yb>tJt> Bgwrlrmvj ftuvtuohuNlbtk ftuLx[t¾xh hSMxuNl Ve,heLgwyj

Ve <&t yvd{uzuNl Ve ylu btv>kztu ægtlbtk htFe <u bwsc ybj fhJtltu hnuNu.

E. xuLzh Ch<t vnujt xuLzhhu mtRx rlheûtK fhe juJwk. xuLzhh ftblt «fth, ngt< hM<t, vtKe btdo, mkath ylu

JvhtNlt ceò hM<tytu&e mk<wÐ ntuJtlwk btle juJtbtk ytJNu. xuLzhhu ftblu mtRx ylu rcÕzekd(fu su ftb fhJt,

ftb ÃþY fhJt <&t ftblt buRxulLm btxu cltJuj ntug).<ubs xuLzhhu yt mtRxlt ftb btxu, rcÕzekd btxu, gtzo,

zevtu btxule søgt vtu<tle he<u bu¤Je juJtle hnuNu. (xuLzhlwk ftb fhJt, ftb vwhwk fhJt <&t ftblt buRxulLm

(h) yt ftble mbg bgto>t (12)btm le hnuNu. (bubtuhuLzbbtk sKtJuj «btKu)

(3) xuLzh Jujezexe rvhegz ( 120) r>Jm mw^ele hnuNu. (bubtuhuLzbbtk sKtJuj «btKu)

(4) xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.

(5) xuLzh Vtubo

xuLzh Vtubo ylu ylwmwrabtkle >hufu >huf Ftje søgt xuLzh Chlthu Chuje yt mt&u btufjujt >M<tJus vh< fhJtlt

(6) ftuLx[tfxhtuyu leaule ctc<tu ft¤SÃËJof JtkaJt rJlk<e Au.

(1) J^w fu ytuAtle xftJthelt >eh Nç>tu <ubs ytkfztbtk ytvJt. xuLzh Chlthu yt he<u cl<e hfb vK Ftltbtk

ltuk^Je ylu hfbltu fwj mhJt¤tu bwfJtu.

(h) ftuR fkvlelu ltbu xuLzh juJtbkt ytÔgwk ntug <tu fkvle J<e xuLzh vh mne fhlth Ôgrf<lu yr^f]< fh<wk

bwFðgthltbwk xuLzh mt&u hsw fhJtlwk hnuNu.

(3) Bgwrl.ftuvtuohuNllt «Joðbtl rlgbtu ylwmth yluMxble ChJtle hnuNu.ylu xuLzh mt&u cezJtle hnuNu.

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

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

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

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

xuLzh Chlthlu sKtJJtbtk ytJu Au fu xuLzh >eM<tJustult jFtKbtk ftuR AufAtf fu VhuVth fhJt >uuJtNu lrn ylu

ytJe ftuR AufAtf fu VuhVth juJtNu lrn, <ultk jFtKbtk ftuR Cwj ntug <tu <ult vh l Dwkx<t Ftuxt jFtK fu ytkfzt vh

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

(8) y:- xuLzh hsw fh<tk vnujt Ftm fhelu xuLzhbtk >NtoJuj mwaltytulwk vtjl fhJtbtk ytÔgw lrn ntug <tu xuLzh ybtLg

dKJtbkt ytJNu <ule ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ ylu ftuLx[tfxhtult btdo>Nol btxu mtbtLg

rlgbtu ylu mwaltytu vK ft¤SvwJof JtkaJt rJlk<e Au.

(1) ftuEvK fthK >NtoÔgt rmJtg ftuEvK fu c^t xuLzhtu yMJefthJtltu n¬ yctr^< hnu Au.

(8) c:- Wvhle ctc<tu Wvhtk< xuLzh leault mkstudtubtk <h< ybtLg XhJtlu vtºt &Nu.

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

bwfuj Nh< y&Jt mw^thtbtk ftuR VuhVth mwaJ<t ntug.

(h) xuLzhlwk ftuR vtlwk fu vtlt ftZe ltkÏgwk/ltkÏgt ntug fu c>ÕGþ / c>Õgt ntug.

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

(4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

(5) xuLzh Chlth y&Jt vuZele ctc<btk >huf Ctde>th y&Jt <u ykdulwk bwFðgthltbwk ^htJlth Ôgrf< mne l fhu

y&Jt xuLzhbt <u btxu htFJtbtk ytJuje søgtbtk mne/mneytu Wvh ftuR mtûteyu mtF fhe l ntug.

(8) f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.

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

ftuR fthKmh stu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykdu ftuLx[tfxh ftuRvK «fthltu lwfNtle fu J¤<hltu

nff>tJtuu fhe NfNu lrn fu ftg>tfeg ftgoJtne yt ykdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve >uJtLþk

Au <uJtu &R NfNu lrn.Nh<e xuLzh MJefthJtbtk ytJNu lne.

(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.

(2) yufb >h ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu >NtoJ<e CtJ vºtflt Ftltbtk&e hfbbtk Cwj

sKtg <tu yufb >h btLg htFJtbkt ytJNu ylu >hlt yt^thu dwKtfth mw^thJtbkt ytJNu.

(3) yufblt Ftltbtk&e <ubs ytd¤ Fuka<t mhJt¤tle <btb Cwjtu mw^thJtbkt ytJNu.

(4) ctc<tu y&Jt mhJt¤t mtbu vwhu ytkfzu fhuj ftuR vK ctc< ægtlbtk juJtbtk ytJNu lrn.

(10) y:- ftbltu «tud{um mbgbgto>t bwsc fhJtltu hnuNu. yt mbgbgot>t 10 jtF mw^elt ftb btxu yuj.ytu.ytR.

ytÃgt <theF&e 10 r>Jm <&t 10 jtF &e Wvhltk ftb btxu yuj.ytu.ytR. ytÃg <theF&e 15 r>Jm&e NY

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

xuLzhbtk ftuLx[t¾xh îtht Chujt CtJ <btb «fthlt su <u «J<o<t mhfthe xuût mrn<lt CtJ dKJtbtk

ytJNu. ylu <u btk atjw ftb >hBgtl su ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk ytJNu lrnk.

c:- mûtb m•tt îtht Yt.10,00,000.00 (>m jtF) mw^elt xuLzhle bkswheltu XhtJ vtzgt ct> (LOI)

ytvJtbtk ytJNu ðgth ct> r>l - 10 btk rm¾gtuhexe zevtuÍex sbt fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze

ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «Joðbtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.

f:- bkswh &guj xuLzhle mbgbgto>tbtk ftbdehe vqKo l &tg <tu suxjt r>Jm ftbdehe btuze vqhe fhuj ntug <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 fhJtbtk ytJNu.

(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

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 vzNu.

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 dKJtbkt

(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 hnuNu.

(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

(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 juJtbtk ytJNu.

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

(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

(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 MUNICIPAL CORPORATION

ENGINEERING DEPARTEMENT

Name Of work :- construction of catchpit cover repairing , rising work and levelling work at

different t.p road in vatva ward south zone ahmedabad.(ARC tender)

Q'ty Item Rate Per Amount

Excavation for pipe line trenches for water supply,

sewerage line, manhole etc. all with shoring and

struting if required as per required gradient and

line including safety provisions using site rails and

1 stacking excavated stuff including up to all

required lead cleaning the site etc. complete for all

lifts and strata as specified. In all sorts of soil and

a 150 0 to 1.5 meter depth. 89.00 Cu.M

b 45.00 1.5 to 3 meter depth. 98.00 Cu.M

c 10.00 3 to 4.50 meter depth. 103.00 Cu.M

d 0.00 4.50 to 6.00 meter depth. 109.00 Cu.M

Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of thickness

2 up to 0.20 meter including demolishing the asphalt

carpet, metal, soiling/cutting Reinforcement

etc.comp. with stacking the material as directed.

a 20.00 up to 0.20 meter thickness (By Manual) 71.10 Smt

Up to 0.30 meter (By any type of Breaker Machine

b 50.00 or R.C.C.Cutter machine including cost of operator, 177.76 Smt

fuel, & transportation etc complete.

0.30 meter & above (By any type of Breaker

c 40.00 Machine or R.C.C.Cutter machine including cost of 311.08 Smt

operator, fuel, & transportation etc complete.

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers

3 3.00 not exceeding 20 cm. in depth consolidation each 22.00 Cu.M

deposited layer by ramming and watering.

Conveyance charge of earth, lime, murrum,

building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any kind

4 executed outside the road site. Rate also includes

spreading & levelling etc complete. Internal

conveyance above 50 mt done within the work site

is not payable.

0.00 a) Lead up to 1 Km. 23.38 Cu.M

0.00 b) Lead From 1Km to 2 Km. 30.94 Cu.M

50.00 c) Lead From 2 Km to 3 Km. 38.37 Cu.M

100.0 d) Lead From 3 Km to 4 Km. 45.52 Cu.M

49.00 e) Lead From 4 Km to 5 Km. 52.42 Cu.M

f) Lead From 5 Km to 10 Km. 78.54 Cu.M

g) Lead From 10 Km to 15 Km. 104.65 Cu.M

Providing and supplying,and jointing ISI mark only

standard length stoneware pipes of following class

and diameter including excavation for laying of

pipes, insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc.

5 compl. (IS651/1989 or its latest revision) including

labour work for lowering, laying, joiting with

cement mortar (1:1) proportion, proper postion,

grade and alignment and all level as directed by

engineer in charge including store to site of work

jointing material etc complete.

a 10.00 100 mm dia 165.52 Rmt

b 10.00 150 mm dia 242.98 Rmt

c 220.00 230 mm dia 457.00 Rmt

Proding and supplying ISI standord RCC pipes (of

sulphate Ressisting Cement) in standord lengths of

following class and diameter sullable for wither

collar joints or rubber ring joints including all taxes

insurance transportalion freight charges octrol

inspection charges loading conveyance to

departmental stores stacking etc. (note One coller

6 should be supplied with each full lenght plain

ended RCC pipel cost included in rates below One

runbber ring shoudid be supplied with each full

lengh socketed pipe cost included in rares below)

(RCC PIPES HORIZONTAL CAST) (Class NP3 Test

Pressure 0.7 KG/SQ.CM) (W&S sor 22-23 I.no

10.1.D Pate 1&2 a material sec)

Lowering laying jointing RCC Pipes in CM 1:1 1/2 of

following dia meter in proper positon grade and

alignment at all level as directed by Engineer in

charge including conveyance form stores to site of

work labour giving hydrautic testing as per iSI code

(CLASS NP3 L,L&J OF RCC PIPES) (W&S sor 22-23

I.no 11 B Pate 1&2 B labour sec)

Constructing Chamber of following size including

excavation, refilling, BBCC (1:5:10) for foundation,

C.C.Channel (1:2:4), finished 15 mm thick cement

plaster inside in CM 1:3, finishing with cement

slurry, Brick masonary in CM 1:5 & excluding the

cost of chamber seat cover etc..completed.

(Based on Drainage SOR 2009-10)

0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to

0.90meter for pipe dia <=150 mm.

0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to

0.90meter for pipe dia <=20 mm.

0.75 X 0.75 mt. size (Inside Clear) Depth from

to 1.20 meter for pipe dia <=20 mm

Constructing Slab type M.H. Chamber of the

following size including excavation, refilling, brick

bats cement concrete (1:5:10) of thickness

C.M., CC Channel (1:2:4) of thickness 10 C.M.,

finished 15 mm thick cement plaster inside &

outside (Only for shaft) in CM 1:3, finishing with

cement slurry, P/F 4 mm dia M.S.Steel HDPE

9 coated steps 35 cm c/c at 35 cm staggered in

masonary CM 1:5, RCC Slab in CC 1:1.5:3 of

thickness 23 C.M., including Cantering &

reinforcement (double jalli at 15 C.M. c/c bothway

12 mm dia.) but excluding the cost of Manhole

seat cover etc..completed. of Size 1.00 X

meter (Inside Clear, M.H. length should be parallel

to the flow, for pipe dia <= 800 mm)

(Based on Drainage SOR 2009-10)

a 2.00 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 No

2.00 to 3.00 meter depth, (Slab at below 0.6 mt.

Making connection to the ex. M.H.in running

sewer incl. Dewatering and other required

10 machinery etc. of following dia pipes at any

convenient time. All damaged work shall be well

repaired as per instructions. etc..complete.

(Based on Drainage SOR 2009-10)

a 19.00 a. 150 mm to 300 mm dia. 1339.28 No

b 0.00 b. 400 mm to 600 mm dia. 2232.14 No

Repairing damaged M.H. and rasing M.H. up to

road level incl. removing damaged brick work and

repairing by brick masonry in C.M. 1:5 and plaster

in C.M. 1:3 and fixing C.I. steps and existing MH

sheet cover, removing the debris from MH and

carting the same as directed.

(Based on Drainage SOR 2009-10)

a 10.00 (A) up to 0.15 mt. (@ Two Coarse) 732.14 No

b 15.00 (B) up to 0.35mt. (@ Four Coarse) 1160.71 No

c 15.00 (C) up to 0.65 mt. (@ Seven Coarse) 1794.64 No

d 10.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2160.71 No

Repairing damaged I.C./ Raising removing

damaged brick work and repairing by brick

masonry in C.M. 1:5 and plaster in C.M. 1:3 and

fixing C.I. steps and existing chamber sheet

cover, removing the debris from chamber and

carting the same as directed.

(Based on Drainage SOR 2009-10)

Providing F.R.C. MH seat cover incl. carting to

13 the work site etc. comp. Directed.

(SET cover and frame)F.R.C. Extra Heavy

Duty (EHD-35) Manhole Covers & Frames

a 0 560 mm ø clear opening,dimension of frame 7275 Nos. -

and cover as per mentioned in Amend No.1 to

IS12592 : 2002 table

(only cover)F.R.C. Extra Heavy Duty (EHD-

35) Manhole Covers & Frames 560 mm ø clear

b 3 opening,dimension of frame and cover as per 3995 Nos.

mentioned in Amend No.1 to IS12592 :

(only frame)F.R.C. Extra Heavy Duty (EHD-

35) Manhole Covers & Frames 560 mm ø clear

c 3 opening,dimension of frame and cover as per 3575 Nos.

mentioned in Amend No.1 to IS12592 :

(SET cover and frame) F.R.C. Heavy Duty

[HD-20] Machinehole Covers - 560 mm ø

d 0 clearopening, The dimension of frame and 6950 Nos. -

cover as per mentioned in Amend No.1 to IS

(only cover ) F.R.C. Heavy Duty [HD-20]

Machinehole Covers - 560 mm ø clearopening,

e 10 The dimension of frame and cover as per 3750 Nos.

mentioned in Amend No.1 to IS 12592 :

(only frame ) F.R.C. Heavy Duty [HD-20]

Machinehole Covers - 560 mm ø clearopening,

f 10 The dimension of frame and cover as per 3575 Nos.

mentioned in Amend No.1 to IS 12592 :

(SET cover and frame) F.R.C. Medium Duty

[MD-10] Machinehole Covers - 560mm ø

g 0 clearopening, The dimension of frame and 4750 Nos. -

cover as per mentioned in AmendNo.1 to IS

(only cover) F.R.C. Medium Duty [MD-10]

Machinehole Covers - 560mm ø clearopening,

h 10 The dimension of frame and cover as per 2625 Nos.

mentioned in AmendNo.1 to IS 12592 :

(only frame) F.R.C. Medium Duty [MD-10]

Machinehole Covers - 560mm ø clearopening,

i 10 The dimension of frame and cover as per 2450 Nos.

mentioned in AmendNo.1 to IS 12592 :

F.R.C. Strom Water Grating Set :Grating(Jali):

690 x 690 x 70mm square jali, 20:00 MT

load design, 70x2mm MS flat allround,Frame:

600 x 600mm clear opening, outer size- 800 x

800 x 120 mm. On the upper periphery

offrame 25x3mm wide MS flat should be

well embed in concrete to protect the edges of

Providing and fixing cast iron manhole frame of

weight 80 to 85 kg suitable for existing EHD-35 FRC

MH cover, rate also incl. loading, unloading and

15 300.00 fixing the frame in line and level to match 71.1 Kg

exisisting road level in CC 1:2:4 and finishing

smooth, watering and protecting for 7 days etc.

complete as per instruction by engg. in charge.

(Approved Rate)

Constructing Bombay Pattern Type Catch Pit of

size 0.60 x 0.60 depth up to 1 mt including

excavation, B.B.C.C. (1:5:10), 23 cms thick brick

maso. wall in the prop. of CM (1:6) with 40 mm

thick IPS flooring in the prop M15 at bottom and

15 mm thick cement plaster inside the catch pit in

the proportion of CM (1:3) with out jali etc. comp.

(As per R.A. Based on Building SOR 2015-16)

CatchPit Jali Fixing P/F FRC catch pit jali with frame

600mm x 600mm clear opening etc. comp. As

directed by engineer in charge. (Based on Central

(Based on Central Store Rate)

To provide Tractor with Hydraulic Trolley,

driver with fuel,to carryout different works

during day/night for 08 Hrs. Shift. Work shall

be carried out as per the instructions of

engineer In-Charge. No extra charged shall be

paid for night shift.

Supply for UnSkllied Labuour For Monsoon

During etc,to carryout different works during

19 monsoon for 08 Hrs. Shift. Work shall be

carried out as per the instrucitons of Engineer

21 Mazdoor at day/Night 452 No

4 Makadam/ supervision at day / Night 474 No

Carting and Fixing M.H. Chamber or Catchpite Seat

and Cover in line and level to match exisisting road

level in CC 1:2:4 and finishing smooth, watering

and protecting for 7 days etc. complete as

directed. M.H. seat cover will be supplied

byA.M.C.(from any store)

(Based on Drainage SOR 2009-10)

Providing Kachha of Pakka Dummy in the

21 following dia pipes and removing the same after

completion of the connection work as directed.

(Based on Drainage SOR 2009-10)

a 11.00 100 mm to 300 mm dia. 199.10 No

b 0.00 (B) 350 mm to 600 mm dia 302.67 No

The Rates are Excluding 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

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 Rs.....................................................

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 No.

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 zone.

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.

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

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 Rs._________________.

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

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 Jurisdiction.

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

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

____________________________________________ 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

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 the Contract.

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 :

AHMEDABAD MUNICIPAL CORPORATION ENGINEERING DEPARTMENT

TECHNICAL SPECIFICATIONS

Name of work:- construction of catchpit and storm water line laying work at Gamtal area

and different area in vatva ward south zone ahmedabad.(ARC tender)

As Per Morth & As per Item & eng-in-charge instruction.

Item No.(1) Excavation for foundation up to 1.5 tm. depth in all type of hard and soft soil including

sorting out stacking of useful material & disposing of excavated stuff up to 50 tm. lead

loose or soft soil, girding, lighting, fencing the trenches', and pits. (depth measured from

a) 0 to 1.5 mt. depth.

Payment shall be done in Cmt

b) 1.5 to 3 meter depth.

Payment shall be done in Cmt

Item No.(2) Extra rate over item of excavation of earth for excavation of asphalt pavement of

thickness including demolishing the asphalt carpet,metal,soiling etc.comp. with

stacking the material as directed.

(a) upto 0.20 meter thickness (By Manual)

Payment shall be done in Smt.

(b)Up to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter machine

including cost of operator, fuel, & transportation etc complete.

Payment shall be done in Smt

Item No.(3) Refilling the pipeline trencheds incl. ramming, watering, consolodating desposal of

surplus stuff as directed within a radius of 3 km.

Payment shall be done in Cmt

Item No.(4) Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any kind Including spreading & levelling etc.

Payment shall be done in Cmt

Item No.(5) Providing and supplying,and jointing ISI mark only standard length stoneware pipes of

following class and diameter including excavation for laying of pipes, insurance,

transportation, freight charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc. compl. (IS651/1989 or its latest

revision) including labour work for lowering, laying, joiting with cement mortar (1:1)

proportion, proper postion, grade and alignment and all level as directed by engineer in

charge including store to site of work jointing material etc complete.

Payment shall be done in Rmt

Item No.(6) Proding and supplying ISI standord RCC pipes (of sulphate Ressisting Cement) in

standord lengths of following class and diameter sullable for wither collar joints or

rubber ring joints including all taxes insurance transportalion freight charges octrol

inspection charges loading conveyance to departmental stores stacking etc. (note One

coller should be supplied with each full lenght plain ended RCC pipel cost included in

rates below One runbber ring shoudid be supplied with each full lengh socketed pipe

cost included in rares below) (RCC PIPES HORIZONTAL CAST) (Class NP3 Test

Pressure 0.7 KG/SQ.CM) (W&S sor 22-23 I.no 10.1.D Pate 1&2 a material sec)

Payment shall be done in Rmt

Item No.(7) Lowering laying jointing RCC Pipes in CM 1:1 1/2 of following dia meter in proper

positon grade and alignment at all level as directed by Engineer in charge including

conveyance form stores to site of work labour giving hydrautic testing as per iSI code

(CLASS NP3 L,L&J OF RCC PIPES) (W&S sor 22-23 I.no 11 B Pate 1&2 B labour

Item No.(8) Constructing Chamber of following size including excavation, refilling, BBCC (1:5:10)

for foundation, C.C.Channel (1:2:4), finished 15 mm thick cement plaster inside in CM

1:3, finishing with cement slurry, Brick masonary in CM 1:5 & excluding the cost of

chamber seat cover etc..completed.

(b) 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90meter for pipe dia <=20 mm.

Payment shall be done in No

(c)0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter for pipe dia <=20

Item No.(9) Constructing Slab type M.H. Chamber of the following size including excavation,

refilling, brick bats cement concrete (1:5:10) of hickness 15 C.M., CC Channel (1:2:4)

of thickness 10 C.M., finished 15 mm thick cement plaster 12 14 inside & outside (Only

for shaft) in CM 1:3, finishing with cement slurry, P/F 4 mm dia M.S.Steel HDPE

coated steps 35 cm c/c at 35 cm staggered in masonary CM 1:5, RCC Slab in CC 1:1.5:3

of thickness 23 C.M., including Cantering & reinforcement (double jalli at 15 C.M. c/c

bothway 12 mm dia.) but excluding the cost of Manhole seat cover etc..completed. of

Size 1.00 X 1.40 meter (Inside Clear, M.H. length should be parallel to the flow

(a) 1.00 to 2.00 meter depth, (Slab at Ground level)

Payment shall be done in No

(b) 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.)

Payment shall be done in No

Item No.(10) Making connection to the ex.M.H.in running sewer incl.Dewatering and other required

machinery etc. of following dia pipes at any convenient time. All damaged work shall be

well repaired as per instructions. etc..complete.

a) 150 mm to 300 mm dia.

Payment shall be done in No

b) 400 mm to 600 mm dia.

Payment shall be done in No

Item No.(11) Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged

brick work and repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and

fixing C.I. steps and existing MH sheet cover, removing the debris from MH and

carting the same as directed.

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

Payment shall be done in No

(B) up to 0.35mt. (@ Four Coarse)

Payment shall be done in No

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

Payment shall be done in No

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

Payment shall be done in No

Item No.(12) Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick

masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing chamber

sheet cover, removing the debris from chamber and carting the same as directed.

Payment shall be done in No

Item No.(13) Providing F.R.C. MH seat cover incl. carting to the work site etc. comp.

a)(SET cover and frame)F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames

560 mm ø clear opening,dimension of frame and cover as per mentioned in Amend

No.1 to IS12592 : 2002 table

b) (only cover)F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames

mm ø clear opening,dimension of frame and cover as per mentioned in Amend No.1 to

IS12592 : 2002 table

c) (only frame)F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames

mm ø clear opening,dimension of frame and cover as per mentioned in Amend No.1 to

IS12592 : 2002 table

d) (SET cover and frame) F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm

ø clearopening, The dimension of frame and cover as per mentioned in Amend No.1 to

IS 12592 : 2002 table

e) (only cover ) F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø

clearopening, The dimension of frame and cover as per mentioned in Amend No.1 to

IS 12592 : 2002 table

f) (only frame ) F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø

clearopening, The dimension of frame and cover as per mentioned in Amend No.1 to

IS 12592 : 2002 table

g) (only cover) F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø

clearopening, The dimension of frame and cover as per mentioned in AmendNo.1 to IS

h) (only cover) F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø

clearopening, The dimension of frame and cover as per mentioned in AmendNo.1 to IS

i) (only frame) F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø

clearopening, The dimension of frame and cover as per mentioned in AmendNo.1 to IS

Payment shall be done in No

Item No.(14) F.R.C. Strom Water Grating Set :Grating(Jali): 690 x 690 x 70mm square jali,

20:00 MT load design, 70x2mm MS flat allround,Frame: 600 x 600mm clear

opening, outer size- 800 x 800 x 120 mm. On the upper periphery offrame

25x3mm wide MS flat should be well embed in concrete to protect the edges of

Item No.(15) Providing and fixing cast iron manhole frame of weight 80 to 85 kg suitable for

existing EHD-35 FRC MH cover, rate also incl. loading, unloading and fixing the frame

in line and level to match exisisting road level in CC 1:2:4 and finishing smooth,

watering and protecting for 7 days etc. complete as per instruction by engg. in charge.

Payment shall be done in kg.

Item No.(16) Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt

including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of

CM (1:6) with 40 mm thick IPS flooring in the prop M15 at bottom and 15 mm thick

cement plaster inside the catch pit in the proportion of CM (1:3) with out jali etc. comp.

Payment shall be done in kg.

Item No.(16) Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt

including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of

CM (1:6) with 40 mm thick IPS flooring in the prop M15 at bottom and 15 mm thick

cement plaster inside the catch pit in the proportion of CM (1:3) with out jali etc. comp.

Payment shall be done in kg.

Item No.(17) CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening

etc. comp. As directed by engineer in charge. (Based on Central Store Rate)

Payment shall be done in Nos.

Item No.(18) To provide Tractor with Hydraulic Trolley, driver with fuel,to carryout different works

during day/night for 08 Hrs. Shift. Work shall be carried out as per the instructions of

engineer In-Charge. No extra charged shall be paid for night shift.300 mm dia

Payment shall be done in Nos

Item No.(19) Supply for UnSkllied Labuour For Monsoon During etc,to carryout different works

during monsoon for 08 Hrs. Shift. Work shall be carried out as per the instrucitons of

Engineer In-Charge.

(a) Mazdoor at day/Night

(b) Makadam/ supervision at day / Night

Payment shall be done in Nos

Item No.(20) Carting and Fixing M.H. Chamber or Catchpite Seat and Cover in line and level to

match exisisting road level in CC 1:2:4 and finishing smooth, watering and protecting

for 7 days etc. complete as directed. M.H. seat cover will be supplied byA.M.C.(from

Payment shall be done in No

Item No.(21) Providing Kachha of Pakka Dummy in the following dia pipes and removing the

same after completion of the connection work as directed.

(A) 100 mm to 300 mm dia.

(B) 350 mm to 600 mm dia

Payment shall be done in Rmt.

CONTRACTOR’S SIGN ADDL. CITY ENGINEER.

Stamp and mobile no (SOUTH ZONE)