Repairing and renovation of public toilet urinels and pay and use situated at gota chandlodiya ghatlodiya ward North west Zone Ahemedabad muncipal Corporation ARC Tender

Name of work: - W•th vrùbÍtullt atkœjtuzegt dtu<t ylu Dtxjtuzegt Jtuzo bt vçjef òswÁ vuNtc Ftlt ylu

vu yuLz gwm hevuhekd fhe yæg<l fhJtlw ftb (yu.yth.me. xuLzh)

AHMEDABAD MUNICIPAL CORPORATION

Ahmedabad Municipal Corporation

Notice inviting e-Tender

Municipal Commissioner of A.M.C. invites percentage rate sealed tenders from interested contractors for the

following work within the limit of A.M.C.

1 Name of work W•th vrùbÍtullt atkœjtuzegt dtu<t ylu Dtxjtuzegt Jtuzo bt vçjef

òswÁ vuNtc Ftlt ylu vu yuLz gwm hevuhekd fhe yæg<l fhJtlw ftb

(yu.yth.me. xuLzh)

2 Tender Amount Rs

(Estimate put to Tender) (exclusive of GST). GST will be paid extra by AMC/Authority at

prevailing rate to the contractor.

3 Tender fee Rs.2400.00

(Non refundable) (Demand Draft Pay order in favour of Municipal Commissioner,

4 Time Limit 12 Months

5 Download of Tender Complete bid documents can be downloaded with effect from the

Documents website www.tender.nprocure.com

6 Required registration Register “D” class in PWD in Govt. R&B/CPWD/AMC or equivalent

register with any other state Govt. or institutions.

If successful bidder is not registered with AMC, they will have to

register before submitting his Running Bill No.

7 Earnest Money Deposit Rs.75,000.00(Demand Draft / Cheque / pay order) in favour of

(Bid security) Municipal Commissioner, Ahmedabad is to be submitted. Demand

Draft shall be from approved list of AMC of banks and the issuing

branch of bank guarantee shall be of Ahmedabad city only and it

should be valid for 180 days from the last date of tender submission.

E.M.D. shall be submitted physically along with the Physical

8 Submission of EMD and Tender Fee & EMD should Submitted physically on Date.09-06-2026

Tender Fees up to 17.00 hrs. along with tender documents as described in the

invitation of tender should be submitted to Assistant Manager(North

West zone) , Ahmedabad Municipal Corporation, North West Zone,

Zonal Office", Nr. Atithi Hotel, Bodakdev Ahmedabad Bid submitted

without bid security & tender fee shall be treated as non responsive

and shall be summarily rejected.

9 online submission of Date.08-06-2026 up to 18.00 hrs.

10 Opening of bid Technical Bid will be opened on line on Dt.10-06-2026 at 12.00 hrs in

the office of Assistant Manager(North West zone) , Ahmedabad

Municipal Corporation,Rajmata Vijiyaraje Sindhiya Bhavan,North

West Zone, Zonal Office", Nr. Atithi Hotel, Bodakdev Ahmedabad.

11 Tender validity period 120 days from the last date of submission of Tender. it should be valid

for 120 days from the last date of online tender submission.

12 Security Deposit 5 % of Contract Value to be submitted in the form of Demand Draft /

Cheque / Bank Guarantee as per. Bank Guarantee shall be from

approved list of AMC of banks and the issuing branch of bank

guarantee shall be of Ahmedabad City only. The validity of the

Security Deposit shall be up to valid till 90 days beyond Date of

completion of work. The Security Deposit shall be payable in 15 days

from date of receipt of LOI failing which interest @4% per annum will

be charged by AMC.

Ahmedabad Municipal Corporation

13 Deductions from Running

a. Retention Money 2 % amount of each Running Bill shall be deducted as a Retention

Money. Such retention money shall be released in the final bill of the

b. Labour welfare cess 1% Labour welfare cess as per the Act, 1996 (non refundable) shall be

deducted from each running bill.

14 liquidated damages- 10% of the Amount For Balance work After Date of Completion or

Compensation For Delay extended time Limit.

Note: Conditional tenders & incomplete tenders will not be accepted in any case. Municipal Commissioner

reserves the rights to reject any or all the tenders without assigning any reasons thereof.

 The authorized signatory holding Power of Attorney shall only be the Digital Signatory. In case

authorized signatory holding Power of Attorney and Digital Signatory are not the same, the bid shall

be considered non-responsive.

Seal and Signature of the Bidder Add.City Engineer(NWZ)

Date: Ahmedabad Municipal Corporation

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

bntldh muJtmœl - W•th vrùbÍtul Ítulj ytuVem

W•th vrùb Ítul Ítulj ytuVem,

yr<&e ntuxjlt Ftkatbtk, sSm ckdjt htuz, ctuzfœuJ, ybœtJtœ.

1. Wvhtuf< xuLzhtu su <u Jdobtk btLg hSMx[uNl ^htJ<t ftuLx[tfxh©eytuyu ChJt.

2. xuLzhle rlg< xuLzh Ve <&t R.yub.ze. ck^ fJhbtkk Wvh lt mhltbu ÁcÁ / hSMxh yu.ze./ MvezvtuMx/ fwhegh&e rlg< mbgbtk

btufjJtlt hnuNu.

3. ftuLx[tfxh©eytuyu xuLzhle mt&u BGþrlrmvj btLg hSMx[uNlle/ dJobuLx hSMx[uNlle ftuve, (xuLzh ftuve <&t yLg vwhtJt mt&u)

yawf mtbuj fhJtle hnuNu ylu fJh Wvh xuLzh lkch <&t ftuLxufx lkch sYh MvÐ œNtoJJtltu hnuNu.ck^ fhJh Wvh xuLzh

ltuxem lkch, xuLzh lkch, ftblwk ltb <&t, ftuLx[[tfxhle mkM&tlwk ltb <&t ftuLxufx lkc< yJ~g œNtoJJtlt hnuNu. su

ftuLx[tfxh©eytuyu hSMx[uNl heLgw fhtJuj l ntug <u ftuLx[tfxh©eyu xuLzh ChJt lnek.

4. ftuLx[tfxhtuyu xuuLzhbt cukfl wltb, Ft<t lkch, btRfh lkch ylu mhltb wMvÐ yûthtubtk jFJw.

5. xuLzh Ve vu ytuzoh / zebtLz z[tVx&e aqfJJtlehnuNu. œhuf xuLzh œeX yjd xuLzh xuLzhVe ChJtle hnuNu.

6. ytuAe hfble xuLzh Ve, R.yub.ze. fu xuLzh Ve, R.yub.ze. ÂJltlt xuLzhtu hœct<j (fuLmj) dKtNu.

7. xuLzh mt&u BþfJtbtk ytJ<e yluoMxble, xuLzhle hfblt 1% «btKu cukf duhLxe / zebtLz z[tVx / vu ytuzoh / jtufj btRfh auf&e s

MJefthJtbtk ytJNu. œhuf xuLzh œeX yjd R.yub.ze. ChJtle hnuNu. R.yub.ze. hfb Yt. yuf fhtuz mwDele ykœtS< hfblt

ftb btxu htufzt, jtufj btRfh auf, rzbtLz z[tVx, vu ytuzoh fu cukf duhkxelt MJYvbtk <&t Yt. yuf fhtuz&e Wvhle ykœtS< hfblt

ftb btxu R.yub.ze.le hfb btºt rzbtLz z[tVx, vu ytuzoh fu ckuf duhkxelt MJYvbtk ytvJtle hnuNu.

8. cukf duhuLxe btºt ybœtJtœ Nnuhle s MJefthJtbtk ytJNu.

9. xuLzh Ve <&t R.yub.ze.le hfblt ze.ze./ aufle vtA¤ ftuLx[tfxh©eyu vtu<tle mkM&tlwk ltb <&t btuctRj lkch yJ~g

10. Nh<e xuLzhtu hœ ct<j dKtNu.

Ahmedabad Municipal Corporation

11. stu xuLzhbtk MvÐ WÕjuF fhtguj ntug <tu atubtmtlu fthKu Ft<tfeg MËalt yLJgu ßgthu ßgthu ftb ck^ htFJtLþk &tg <u mbglu

ftble BþÆ<btk bshu ytvJtbtk ytJNu. vhkðþ yt yLJgu ftuE CtJ J^thtu ytvJtbtk ytJNu lne. sule ltuk^ xuLzhhu juJe.

12. xuuLzhtu ftuEvK fthK ytÃgt rmJtg MJefthJt fu lrnk MJefthJt <ule mkÃËKo m•tt BGþrlrmvj frbNlh©ele hnuNu.

13. xuLzhbtk stu ftuR mwDtht JDtht ntug <tu <u ykd xuLzh Ch<t vnujt AuÕju ÂœJmu rlg< JucmtRx y&Jt fauheyu sYhe <vtm fhelu

s xuLzh btufjJw.

14. mefgtuhexe zevtuÍex/ vVtuboLm duhuLxele hfb Yt. yuf fhtuz mwDele ykœtS< hfblt ftb btxu htufzt, jtufj btRfh auf, rzbtLz

z[tVx, vu ytuzoh fu cukf duhkxelt MJYvbtk <&t Yt. yuf fhtuz&e Wvhle ykœtS< hfblt ftb btxu mefgtuhexe zevtuÍex/ vhVtuboLm

duhkxele hfb btºt rzbtLz z[tVx, vu ytuzoh fu ckufduhkxelt MJYvbtk ytvJtle hnuNu.

15. ytuljtRl yul-«tufgwh JucmtRx vh&e ChJtlt &<t xuLzhbtk ftuLx[tfxh/ yusLmeyu xuLzhle ntzo ftuvebtk CtJ Cgto Jdhle mne

mefft fhe mcbex fhJtle hnuNu. stu <ubtk CtJ Chuj nNu <tu <uJt xuLzh hœ fhJtbtk ytJNu.

16. mœh xuLzhle ytRxbtult CtJtu ltKt Ft<t lt mhfgwjh lk.38, <t.21/11/22 <&t mûtb m•ttle b¤uj bkswhe bwsc GST

rmJtg dKºtebtk juJtbt ytJuj <&t «Jo<btl rlgb bwsc GST awfJJt vtºt &Nu su&e <btb cezomu <u bwsc dK<he fhe

xuLzhtu ChJtlt hnuNu.

17. mœh xuLzh yk<od<lt ftb mkjøl y.Bgw.ftu.btk vJo<btl <btb rlgbtu/mhfgwjhtu jtdw vzNu <ubs JF<tu JF< &lth mw^thtytu

vK jtdw vzNu. sule ltuk^ jR xuLzhtu ChJtlt hnuNu.

zebtLz z[tVx / auf “BgwÂlÂmvj fÂb§h, ybœtJtœ” lt ltbltu fZtJJtu.

Contractor's Signature Add City Engineer

& Stamp & (North West Zone)

Ahmedabad Municipal Corporation

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

bntldh muJtmœl - W•th vrùbÍtul Ítulj ytuVem

W•th vrùb Ítul Ítulj ytuVem,

yr<&e ntuxjlt Ftkatbtk, sSm ckdjt htuz, ctuzfœuJ, ybœtJtœ.

1. mbgbgtoœt ykdu yuj.ytu.ytR.ytÃgt ctœ 10 rœJm mw^ebtk sÁhe me¾gtuhexe rzvtuÍex Che ðgth ctœ&e dKJtbtkk

ytJNu. <ubs ðgth ctœ Jfo ytuzoh R~gw&gu&e mbtg bgtoœt NY &guje dKtNu.<&t <u mt&u fhthvºt fhJtltu hnuNu.

ylu<u bwsc ftb NÁ fhJtle <theF dKJtbtk ytJNu. yuj.ytu.ytR. ytÃgt ctœ me¾gtuhexe rzvtuÍex ChJtbtkk rœl -

15 fh<tk J^w rJjkc ltk rfMmt btk <ubs Jfo ytuzoh ytvu&e ftb NY fhJtbtkk rJjkc &gu&e «r<rœl bkswh xuLzh hfbltk

0.01 % juFu vulÕxe cej btk&e ftvJtbtk ytJNu. <ub A<tk rJrNÐ rfMmt btk atubtmt ltk fthKu y&Jt yrlJtgo

fthKtumh ftb NÁ &R Nfu <ub l ntug <u rfMmt btk gtuøg<t aftme zu.Bgw.frb©hle bkswhe bu¤Je ftb NÁ fhJtle

<theF dKJtbtk ytJNu.

2. xuLzh Jujezexe 120 rœJm Mþ^ele hnuNu.

3. xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.

4. S.yum.xe. «J<obtl œh «btKu yjd&e awfJJtbtk ytJNu. xuût fu yLg ftuE vK mhfthe fhJuht ChJtle sJtc>the

ftuLx[tfxhle hnuNu.

5. htsg / fuL÷ mhfth©elt JF<tuJF<lt ftg>t Bþsc su ftuE hfble fvt< fhJtle &Nu <u bwsc ftuLx[tfxlt cejbtk&e

fvt< fhJtbtk ytJNu.

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

7. bxehegj xuMxekdltu xuMxekdltu FhuFh &guj Fao ftuLx[tfxh©e vtmu &e Jmwj fhJtbtk ytJNu.

8. ftb ytv<e JF<u su <u ftuLx[tfxhLþk hSMx[uNl ægtlbtk htFelu <ule bgto>tbtk ftb ytvJtbtk ytJNu.

9. yt xuLzh su <u Jdolt btLg gtœe lt ftuLx[tfxhtu Che NfNu. dJobuLxlt btLg ftuLx[tfxhu y.BGþ.ftuvotu.btk btLg ftuLx[tfxhtu

le gtœebtk hSMxuNl fhtJJtLþk hnuNu.

10. yt Wvhtk< y.BGþ.ftuvotu. lt slhj ftuLx[ufx fLzeNl ylu xuLzhle Nh<tu ck^lf<ot hnuNu. su BGþrl.ftuvtuohuNl Juc mtEx

www.ahmedabadcity.gov.inWvh Bþfuj Au.

11. ftuLx[tfxh lu vubuLx - hl´dcej BGþrl.ftuvotu.lt su <u atÕþ mbglt mhfGþjh Bþsc fhJtbtk ytJNu.

12. Nh<e xuLzh MJefthJtbtk ytJNu lrn.

13. xuLzh MJefthÔþ, h> fhÔþ, ftulu ytvÔþ ylu fgt CtJ&e ytvÔþ <u ykdu zu.BGþrl.frbNlh©eltu rlKog ytFhe hnuNu.

14. œhuf ytExbltk MvuNeVefuNl ftuvtuohuNlltk bkswh &guj MvuNeVefuNl Bþsc <&t RLzegl MxtLzzo ftuz ytuV «ufxem ltkk

btLg ^tht ^tuhKtu Bþsc hnuNu ylu zu.mexe yuLSlegh©eltu rlKog ytFhe hnuNu. Jtuxh´d fhJtbtk lrn ytJu fu >hhtus

Ahmedabad Municipal Corporation

J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhltk Fauo ylu òuFbu Jdh ltuxemu Jtuxh´d fhtJJtbtk <&t zucheÍ

WvtzJtbtk ytJNu ylu cejbtk&e hfb ftve juJtbtk ytJNu.

15. yufe JF<u yuf fh<tk Jæþ søgtytuyu ftbNY fhJtltu Jfoytuzoh b¤u <tu ftb yuf mt&u s yuf s c<tJuj søgtyu fhJwk

vzNu. yuf ftb ÃþÁ &tg vAe cesw ftb NY fheyu <uÔþk atjNu lrn.

16. atÕþ ftbu ftuEvK mrJom jtEllu LþfNtl l &tg <u he<u ftb fhÔþk vzNu, òu ftuE mrJom jtEl lu LþfNtl &Nu <tu <ule

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

òlbtjlu lwfNtl &tg <ule sJtcœthe ftuLx[tfxhle hnuNu. vtujem Vhegt>&tg <tu <ule sJtc>the vK ftuLx[tfxhle

hnuNu. CuFz ^me l vzu <ule sJtc>the vK vtujem Vhegt>btk ftuLx[tfxhle hnuNu. CuFz ^me l vzu <u btxu mjtb<elt

vdjtk (suJt fu >tuhzwk ctk^e bsqh Ftztbtk W<thJt, mtuh´d ylu Mx[x´d fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu

<tu ftuLx[tfxh s vtujem Vhegt>btk sJtct>h hnuNu ylu BGþrl.ftuvtuohuNlltu ftuEvK MxtV ytlt btxu sJtc>th hnuNu

lrn. ytxÕþk mbSlu s xuLzh ChÔþk. Btswhtultu rJbtu vK W<thtJJtu.

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

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

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

vubuLx ytvJtbtk ytJNu lrn <ubs ct¤ bswhtulu ftb Wvh htFe NftNu lrn.<ubs JF<tu JF< Bgw. frBNlh©e îtht

fhJtbtkk ytJuj mh¾gwjhtule Nh<tu ftuLx[[tfxhlu ckk^l f<to hnuNu.

18. ftuEvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobtk hnuNu.

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

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

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

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

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

MJefthJtbtk ytJNu lrn.

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

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

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

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

sJtc>the yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu.

bswhtulu dbçËx, nuÕbux nt&ltk btuò rJduhu ftuLx[tfxhu VhSgt< ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu

Ahmedabad Municipal Corporation

rJbtu vK W<thJtltu VhSgt< hnuNu. juch yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj

hnNu. ct¤ bswhtu htFe NftNu lrn.

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

sJtc>the yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu.

bswhtulu dbçËx, nuÕbux nt&ltk btuò rJduhu ftuLx[tfxhu VhSgt< ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu

rJbtu vK W<thJtltu VhSgt< hnuNu. juch yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj

hnNu. ct¤ bswhtu htFe NftNu lrn.

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

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

www.ahmedabadcity.gov.inWvh Bþfuj Au.

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

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

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

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

<&t ftb ÃËKo &gtltk Vtuxtud{tVm BGþrl.yturVmbtk ytvJtltk hnuNu <u rmJtg ftbLþk vubuLx fhJtbtk ytJNu lrn òu MxtV

MËalt ytvu <tu fubuhtbtk&e ftuBÃGþxhbtk Vtuxt x[tLmVh fhe ytvJtlt hnuNu. yt ykdu ftuE vK J^thtltu Fao ytvJtbtk

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

lrn. yt Nh< MJeftgo ntug <ubKu s xuLzh ChÔþk.

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

ftuE atuFJx l &E ntug ðgtk ytE.yum.ftuz «btKu bxehegÕm jtJJtLþk <&t xuMx´d fhtJJtLþk hnuNu.

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

ytExb l ntug <tu btfuox huEx&e huEx yultjemem fhe su CtJ Ft<t <hV&e ytvu <u ftuLx[tfxhu juJtltu hnuNu. yt

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Ahmedabad Municipal Corporation

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Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central Govt.

2. Contractor shall register the work to labour commissioner as per labour act.

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

4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at different

sites simultaneously. Contractor's having labour force available during festivals shall only apply.

Contractor cannot stop the work due to non availability of labour force.

In case progress is delayed, contractor shall be penalized 0.10% of Tender amount per day for

work done after time limit, maximum up to 10% for remaining value of work.

6. Advance payment / machinery advance will not be paid.

7. Payment of running bill will be made as per recent A.M.C. policy in force.

8. No extra payment will be made due to increase of central / state Govt. Taxes.

9. If the work is not completed within time limit the penalty will be recovered from immediate bills of

10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then contractor

shall not claim for any extra rate for non execution of such item, partly/fully.

11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as directed"/approved" by the

Engineer-in-charge.

12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to mean

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

13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of specific

mention of a particular point or aspect, the provisions on these particular points, or aspects in the

relevant Indian Standards shall be referred to.

14. All measurements and computations, unless otherwise specified, shall be carried out nearest to the

following limits:

(i) Length, width and depth (height)------- 0.01 Meter. (RMT)

(ii) Areas -----0.01 Sq. Mt. (SMT)

(iii) Cubic Contents ------0.01 Cu.Mt. (CMT)

18. The distance, which constitutes lead, shall be determined along the shortest practical route and not

necessarily the route actually taken. The decision of the Engineer-in-charge in this regard shall be

taken as final.

16. Where no lead is specified, it shall mean "all leads"

17. Lift shall be measured from plinth level.

18. Definite particulars covered in the items of work, through not mentioned or elucidated in it, specifications

shall be deemed to be included there in.

19. Reference to specifications of materials as made in the detailed specification of the items of work is in

the form of a designation containing the number of the specification of the material and prefix 'M' e.g.

Ahmedabad Municipal Corporation

20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve the

contractor from the responsibility of replacing defective material brought on site or materials used in the

work found defective at a later date.

21. The contract rate of the item of work shall be for the work completed in all respects.

22. No collection of materials shall be made before it is got approved from the Engineer-in-charge.

23. Collection of approved materials shall be done at site of work in a systematic manner. Materials shall

be stone at site of work in a systematic manner. Materials shall be stored in such a manner as to

prevent damage, deterioration or intrusion of foreign matter and to-ensure the preservation of their

quality and fitness for the work.

24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from the site

of work within 24 hours.

25. No materials shall be stored prior to, during and after execution shall be kept in sufficient numbers and

in good working condition on the site of the work.

26. All works shall be carried out in workmanlike manners per the best techniques for the particular item.

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

lines, levels, alignment of the works during execution shall be kept in sufficient numbers and in good

working condition on the site of the work.

28. The mode, procedure and manner of execution shall be such that it does not cause damage or over

loading of the various components of the structure during execution or after completion of the structure.

29. All necessary safety measures and precaution (including those laid down in the various relevant Indian

Standards) shall be taken to ensure the safety of men, materials and machinery on the works as also

of the work itself.

30. The testing charges of all materials shall be borne by the Contractor unless recovery at one percent

towards testing charges is separately made.

31. The tenderer is required to check the web site for Addendum if any, before 48 hours of tender

submission date and time. The tenderer who quotes the tender without attaching the addendum will be

32. As per City Engineer’s circular no.-6/2011-12 Dt.24.6.2011 all terms & conditions will be applied.

33. Contractor has to follow Planning Department Circular No 10 Dt. 07/09/2018 strictly.

34. As per AMC’s Finance department circular no.38/ Dt.21/11/022 and approval of competent authority,

rate of all the items are taken without GST and prevailing GST will be payable.

35. All the relevant prevailing AMC circulars/ its time to time revisions are applicable for this work and all

the bidders are bound to follow the same, so the bidder must check before applying for the tender.

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar days (120)

from opening of price bids.

SECURITY DEPOSIT

Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall furnish to the

Corporation Security Deposit of 5% (Five percent) of the contract price Cheque or Bank Guarantee,

pay order, or demand draft of Nationalized Banks and Schedule Banks only.

Contractor's Signature Dy. City Engineer

& Stamp (North West Zone)

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

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

proportion to time limit.

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.

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.

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

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 the work is not carried out within the specified time limit. from the date of order to start the work the

penalty of Rs.- ( As per Form - B1) per day of delay shall be recovered from the immediate bills payable to

the contractor. Contractor has to make his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

draft or in cash.

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

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

of Building Works & and Road Works Specifications published by Gujarat Book Depot, Sector-21.

Contractor's Signature ADD. City Engineer

& Stamp (North West Zone)

Ahmedabad Municipal Corporation

Ahmedabad Municipal Corporation

Ahmedabad Municipal Corporation

Contractor's Signature Add City Engineer

& Stamp & (North West Zone)

Ahmedabad Municipal Corporation

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Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT- NORTH WEST ZONE.

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Sr. Qty Items Rate Per Amount Rs.

1 80 Excavation for foundation up to1.5 m 201.81 Cmt

depth including sorting out and stacking of

useful materials and disposing of

theexcavated stuff upto 50 Meter lead.(A)

Loose or soft soil (EXECUTED WITH

2 70 Excavation for foundation for depth from 222.72 Cu.M

3.0 m including sorting out and stacking of

useful materials and disposing off the

excavated stuff upto 50 Meter lead.(A)

Loose or soft soil (EXECUTED WITH

3 40 Excavation for foundation for depth from 474.47 Cu.M

1.5 m to 3.0 m including sorting out and .

stacking of useful materials and disposing

off the excavated stuff upto 50 Meter

lead.(C) Hard Murrum (EXECUTED WITH

5 80 Excavation for foundation for depth from 270.83 Cu.M

1.5 m to 3.0 m including sorting out and .

stacking of useful materials and disposing

off the excavated stuff upto 50 Meter

lead.(C) Hard Murrum (EXECUTED WITH

MECHANISED EFFORTS/MACHINARIES)

5 70 Filling available excavated earth (excluding 129.1 Cmt

rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding

cm. in depth consolidation each deposited

layer by ramming and watering.

6 50 Filling in plinth with sand 455.63 Cmt

underfloors including watering

ramming, consolidating and dressing etc.

Ahmedabad Municipal Corporation

7 50 Filling in foundation and plinth with 286.2 Cmt

murrum or selected soil in layers of 20 cm.

thickness including watering, ramming and

consolidating etc.

8 50 Providing and laying cement 2492.5 Cmt

concrete1:5:10 (1-Cement: 5- coarses sand

and:10-hand broken stone aggregates

40mm nominal size) and curing complete

excluding cost of formworkin (A)

Foundation and Plinth (upto 10 ton).

9 10 Providing and laying cement 2653.7 Cmt

concrete1:4:8 (1-Cement: 4- coarses and:8-

hand broken stone aggregates 40mm

nominal size) and curing complete

excluding cost of formworkin (A)

Foundation and Plinth (upto 10 ton).

10 15 Providing and laying cement concrete 1:3:6 2976 Cmt

(1-Cement : 3- coarse sand : 6- hand

broken stone aggregates 40 mmnominal

size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth..

11 15 Providing and laying cement concrete 1:3:6 4006.2 Cmt

(1-Cement:3-coarse sand:6-hand broken

stone aggregates 20mm nominal size)

and curing complete including cost of

formwork in (A) wall caps/coping (upto

12 25 Providing and laying cement concrete work 3923.5 Cmt

1:2:4 (1-Cement : 2- Coarse sand : 4-

graded stone aggregates 20 mm nominal

size) and curing complete excluding cost of

formwork and reinforcement for

reinforced concrete work in (A)

Foundations, footings, Base or columns

Ahmedabad Municipal Corporation

13 25 Providing and laying cement concrete work 4012.5 Cmt

1:2:4 (1-Cement : 2- Coarse sand : 4-

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork and

reinforcement for reinforced concrete

Slabs, landing, shelves, Balconis , Lintels,

Girders and Cantilever upto floor two level.

14 50 Providing and laying cement concrete work 4012.5 Cmt

1:2:4 (1-Cement : 2- Coarse sand : 4-

graded stone aggregates 20 mm nominal

size) and curing complete excluding cost of

formwork and reinforcement for

reinforced concrete work in (D)

Columns, Pillars posts and struts upto floor

15 20 Provdg. & laying cement concrete 1:2:4 (1 6487.1 Cu.M

cement : 2 coarse sand : 4 graded stone .

aggregates 20 mm nominal size) for

reinforced concrete chhajjas not

exceeding 10 cm. thickness upto floors

two level including finishing the exposed

surfaces with cement mortar 1:3 (1 cement

: 3 find sand) to give a smooth and even

surface centering and form work and

curing complete excluding cost of

Ahmedabad Municipal Corporation

16 20 Providing and laying in position Ready 3790.2 Cum

Mixed M-150 grade concrete for

reinforced cement conctere work,

using cement content as per approved

Design Mix manufactured in fully

automatic batching plant and

transported to site of work intransit mixer

for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix

design of specified grade for reinforced

cement concrete work including pumping

of R.M.C. from transit mixer to site of

laying, excluding the cost of centering

shuttering finishing and reinforcement

including cost of admixtures

inrecommended proportions as per IS:9103

to accelerate/ retard setting of

concrete, improve work ability without

impairing strength and durability as per

direction of theEngineer-in-charge.

Without Fly Ash (Min cement level as per

latest IS456 shall be maintained) (Cement

Ahmedabad Municipal Corporation

17 20.00 Providing and laying in position Ready 4793.1 Cum

Mixed M-200 grade concrete for

reinforced cement conctere work,

using cement content as per approved

Design Mix manufactured in fully

automatic batching plant and

transported to site of work intransit mixer

for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix

design of specified grade for reinforced

cement concrete work including pumping

of R.M.C. from transit mixer to site of

laying, excluding the cost of centering

shuttering finishing and reinforcement

including cost of admixtures in

recommended proportions as per IS:9103

to accelerate/ retard setting of

concrete, improve work ability without

impairing strength and durability as per

direction of theEngineer-in-charge.

Without Fly Ash (Min cement level as per

latest IS456 shall be maintained) (Cement

18 20.00 Providing and laying controlled cement 3977.9 Cu.M

M.200 and curing complete excluding the

formwork and reinforcement for

reinforced concrete work in (A)

Foundations, footings, Base ofcolumns and

19 20.00 Providing and laying controlled cement 4484.2 Cu.M

concreteM.200 and curing complete .

excluding the cost of formwork and

reinforcement for reinforced concrete

work in (B) Walls, from top of oundation

level upto floor two level

20 20.00 Providing and laying controlled cement 4558.2 Cu.M

M.200 and curing complete excluding the

formwork and reinforcement for

reinforced concrete work in (D) Columns,

Pillars posts and struts upto floor two level.

Ahmedabad Municipal Corporation

21 20.00 Providing and laying controlled cement 5418.9 Cu.M

M.200 and curing complete excluding the

formwork and reinforcement for

concrete work in (E) Staircases excluding

upto floor two level

22 20.00 Providing and laying controlled cement 4702 Cu.M

M.200 and curing complete excluding the

formwork and reinforcement for

concrete work in (K) Vertical and

Horizontial its

upto floor two level.

23 100 Brick work using common burnt clay 3981.2 Cmt

building brickshaving crushing strength not

kg./Sq.Cm. in foundation and plinth in

Mortar 1:6 (1- Cement : 6 -fine sand)(B)

24 100.00 Extra for brick work in superstructure 272.25 Cmt

level upto floor two level (B) Conventional

25 25 Extra for brick work in superstructure 39.79 Per

above floor Floor

two level Item No. 2(6.13) (B) Conventional Per

26 50 Half brick masonry in common brunt clay 583.49 Smt

building bricks having crushing strength not

less than 35 Kg/Sq.Cm. in Cement mortar

1:5 ( 1- Cement : 5 coarse sand ) in

foundation and Plinth conventional

brickwork (up to 10 ton)

27 50 Extra for half brick masonry in super 52.8 Smt

structure above plinth level upto floor two

level (B) conventional

Ahmedabad Municipal Corporation

28 20.00 Providing formwork of ordinary timber 171.68 Smt

planking soas to give a rough finish

including centering uttering strutting and

propping etc. Height of

propping and centering below supporting

ceiling not exceeding 4 M. and removal of

the ame for in situ reinforced concrete and

plain concrete work in. (A) Foundations

Footings Bases of lumns etc. and Mass

29 50.00 Providing formwork of ordinary timber 252 Smt

planking soas to give a rough finish

including centering

shuttering strutting and propping etc.

propping and centering below supporting

ceiling not exceeding 4 M. and removal of

the ame for in situ reinforced concrete and

plain concrete work in. (B) Flat surfaces

such as soffits of pspened floors slabs

Landings and the like. loors etc. upto

mm in thickness.

30 100.00 Providing formwork of ordinary timber 270.9 Smt

planking so as to give a rough finish

including centering shuttering strutting and

propping etc. Height of

propping and centering below supporting

floor to ceiling not exceeding 4 M. and

same for in situ reinforced concrete and

plain concrete work in. (B) Flat surfaces

such as soffits of suspended floor roof slabs

Landings and the like. (2) Floors etc. above

200mm in thickness.

Ahmedabad Municipal Corporation

31 100.00 Providing and fixing 35 mm thick shutters 3557.2 Smt

Doors, windows and clear story windows

anodised alluminium butt hinges with

screws. (A) Indian Teak Wood(iii) Partly

and partly glazed.

32 50.00 Providing and fixing 35 mm thick panelled 3459.1 Smt

,glazed or panelled and glazed shutters, for

Doorswindows and clearstory windows

including anodisedalluminium But hinges

with necessary screws and indian teak

wood shutters with. (A) Plywood sheet

33 50 Providing and fixing 35 mm thick panelled 3406.5 Smt

,glazed or panelled and glazed shutters,

for Doors windows and clearstory

windows including anodised alluminium

But hinges with necessary screws and

indian teak wood shutters with. (D)

Asbestos sheet panels.

34 25 Providing and fixing 25 mm thick shutters 3034.1 Smt

cupboards etc. including anodised

alluminium butt

hinges with necessary screws. (A) Indian

teak wood. (i) Fully Panelled.

35 50 Providing and fixing 25 mm thick shutters 2594.7 Smt

cupboards etc. including anodised

alluminium butt

hinges with necessary screws. (A) Indian

(ii) Fully Glazed.

36 50 Providing and fixing plain asbestos cement 224 Smt

sheet 6 mm thick in partitions including

fixing to fames with screws etc, complete

with 50 mm x 12 mm Deodar wood

beading (Frames to be paid separately)

Ahmedabad Municipal Corporation

37 50 Providing and fixing in partitions 4 mm 328 Smt

thick medium hard board of approved

quality including fixing to fames with

screws etc complete with 50 mm x 12 mm

teak wood beading (Frames to be paid

separately) (upto 10 ton)

38 50 25 mm thick wooden shelves supported 1360 Smt

on 40 x 40 mm x 6 mm T or L iron

brackets fixed at suitable distances but

not exceeding 75 cm. apart with Mango

wood or equivalent quality. (upto 10 ton)

39 50 40 mm thick wooden shelves supported 1810 Smt

on 40 x 40mm x 6 mm T or L iron brackets

fixed at suitable distances not exceeding

75cm. Apart with Mango wood or

equivalent quality. (upto 10 ton)

40 25 Providing and fixing M.S. round or square 68.53 kg

bars with M.S. flats at required spacing in

wooden frames of windows and clerestory

windows.(upto10 ton)

41 50 Providing and fixing M.S. grills of required 100.17 kg

pattern to wooden frames of windows etc.

with M.S. flats at required spacings

and frame alround, square or round bars

with round headed bolts and nuts or by

screws (A) Plain Grill. (upto 10 ton)

42 50 Providing and fixing M.S. grills of required 143.64 kg

pattern to wooden frames of windows etc.

with M.S. flats at required spacings

and frame alround, square or round bars

with round headed bolts and nuts or by

screws (A) Ornamental Grill. (upto 10 ton)

43 500 Providing & Fixing M.S.Grill, Gate, Elevation 91 Kg

Element Of Decorative Pattern With

M.S.Channel, Flat, Medium Grade

M.S.Pipe, Square Or Round Bars With

Round Heanded Bolts, Nuts, Or By Screw.

Incl. Applying One Coat Zinc Primer And

Two Coat Of Oil Paint Etc.Comp.

Ahmedabad Municipal Corporation

44 5 Providing and fixing glazed louvered 4102.5 Smt

glass windows and ventilators with teak

wood frame 10 cm. x 7 cm. size including

3 coats of oil painting to wood work

etc.complete. (upto 10 ton)

45 5 Providing and fixing 35 mm thick shutters 4595.1 Smt

for Doors, windows and clere story

windows including Indian teak wood

frames 10 cm x 7 cm. size including

anodized alluminium fixtures and

fastenings including primer coat of

approved quality and two coats of oil

painting etc, complete.(ii) Fully Glazed.

46 20 Providing and fixing 35 mm thick shutters 5285.5 Smt

for Doors, windows and clere story

windows including Indian teak wood

frames 10 cm x 7 cm. size including black

enamelled iron oxidixed fixtures and

fastenings including primer coat of

approved quality and two coats of oil

painting etc, complete.(ii) Fully Panelled.

47 15 Providing and fixing 35 mm thick shutters 4940.3 Smt

for Doors, windows and clerestory

windows including Indian teak wood

frames 10 cm x 7 cm. size including

anodized alluminium fixtures and

fastenings including primer coat of

approved quality and two coats of oil

painting etc, complete. (iii) Partly panelled

and partly glazed.

Ahmedabad Municipal Corporation

48 20 Providing and fixing 30 mm thick FACTORY 1135 Smt

MADE SOLID PANEL PVC DOOR SHUTTER

consisting of frame made out of M.S.tubes

of 19 gauge thickness and size of 19 mm x

19 mm for stiles and 15 mm x 15 mm for to

p and bottom rails.M.S. frames hall have a

coat of steel primers of approved make

and manufacture, M.S. frames hall be

covered with 5 mm thick heat moulded

PVC ‘C’ channel of size 30 x 50 mm

formings tiles, and 5 mm thick 75 mm

wide PVC sheets for to prail, lock rail and

bottom rail on either side, and 10 mm (5

mm x 2) thick, 20 mm wide cross PVC

sheet as gap insert for to p rail and bottom

rail, Panelling of 5 stiles and rails with

mm wide x 5 mm thick PVC sheet

beading on eighter side, and joined

together with solventcement adhesive,. An

additional 5 mm thick PVC strip of 20 mm

width is to be stculkon the interiors ide of

the ‘c’ channel using PVC solventcement

adhesive etc. complete as per direction of

Engineer incharge, manufacture’s

specification and drawing.

49 25 Providing and fixing in position collapsible 5391.2 Sq.M.

steel shutters with vertical channels 20 x

10 x 2 mm braced with flat iron diagonal

x6 mm size with top and bottom rails T iron

40 x 40 x 6 mm with 38 mm dia steel

pulleys complete with bolts, units, locking

arrangements, stoppers, handles, including

a priming coat of red lead paint &

50 15 Providing and fixing 1 mm thick M.S. 3652.1 Sqm

sheet sliding shutters with frame and

diagonal braces of 40x40x6 mm angle iron,

3.15 mm M.S.gusset plates at Junctions

and corners 25 mm dia. pulley,

40x40x6 mm angle and T-iron huide rail at

top and bottom respactively with handles,

stoppers and locking agangement etc,

including applying a priming coat of red

lead paint. (upto 10 ton)

Ahmedabad Municipal Corporation

51 20 Providing and fixing rolling shutters of 3468.7 Sqm

approved make made of 80 mm wide

M.S.laths inter-locked together through

their entire length and jointed together at

theends by end locks mounted on specially

designed pipe shaft with bracket plates,

guide channels and arragements for

inside and out side locking with push-pull

operation including the cost of hood

cover and spring etc. complete. (A)

Shutters having width below 3.5 M.

52 20 Providing and fixing rolling shutters of 4450.5 Smt

approved make made of 80 mm wide

M.S.laths inter-locked together through

their entire length and jointed together at

theends by end locks mounted on specially

designed pipe shaft with bracket plates,

guide channels and arragements for

inside and out side locking with push-pull

operation including the cost of hood

cover and spring etc. complete. (A)

Shutters having 3.5 M. & Above

53 20 Providing & Fixing in position Alluminium 2900 Smt

doors with frame using approved quality

anodised extruded alluminium section as

approved by Engg.in charge(Jindal

alluminium) (a) Frame sections

101.6x44.45 mm (b) Shutter bottom

vertical & top section 83.5x44.45 (wt.1.31

kg/mt.)(at 1.31 kg/mt) (c) Shutter

bottom section at 114.3x44.45 mm at

(1.37kg/mt) Shutter middle section at

100x44.3 wt.(1.37 kg/mt) incl.providing &

installing 5 mm thick approved color

Acrylic sheet of standard quality fixed with

glazing chips on upper pannel &

Laminated sheet on lower pannel

(wtt.0.13 kg/Rmt) etc.comp.as direction of

engg.in charge.(N.S.)

Ahmedabad Municipal Corporation

54 20 Providing and fixing extruded aluminum 2119.1 Sq.

window having extruded aluminum Colour M.

Powder Coated section frame main outer

size 127mm x 38.10mm x 1.35mm ,@

Wt.1.384 Kg/mt,horizontal Four track

member size 122.20mm x 31.75mm x

1.10mm @ Wt. 1.205 Kg/mt,vertical

member of size 122.20mm x 31.75mm x

1.50mm ,@ Wt. 1.398 Kg/mt with sliding

shutters of horizontal member size 40mm x

0.456Kg/mt,vertical member of size 40mm

with 5 mm thick transparent bronze colour

tinted float glass with powder coated

aluminum fittings and fixtures and

transparent silicon sealant glass fixing to

frame as per details etc

55 20 Providing & Fixing in position Alluminium 1950 Sq.

vents with frame using approved anodised M.

extruded alluminium section as approved

by Engg. In charge.(Jindal alluminium) units

equivalent Approved Rate)Frame section of

63.50 x 38.50 mm. (wt. 0.68Kg/Rmt) incl.

Providing & Installing 5 mmthick approved

color Acrylic sheet of standard quality etc.

56 20 Providing and fixing standared extruded 1163.9 Sq.

of alluminium section of size 63 mmx38.10 M.

mmx1.2 mm (Jindal Section:2434, @

Wt.0.643 Kg/mt) with colour

anodized alluminium frame for ventilation

with 5 mm thick frosted glass as details etc

complete for Ventilation

57 20 Providing and fixing standared extruded of 1815.1 Sq.M.

alluminium section of size 63.50 x 38.10 x

mm,@ Wt 1.094Kg / Rmt with colour

Coated alluminium frame with 5 mm thick

transparent bronze colour tinted float glass

details etc complete for Fix window.

Ahmedabad Municipal Corporation

58 20 Providing and laying 40 mm thick marble 515 Sqm

chips flooring rubbed and polished

(I.E.terrazo) to granolithic finish with under

layer 30 mm thick cement concrete1:2:4

(1-Cement: 2-coarse sand: 4-graded stone

aggregate 10 mm and down gauge)

and to player 10 mm thick with white,

black or white and blak marble cihps of

required sizes from 1 mm to 4 mm nominal

size laid in cement marble powder mix 3:1

(3- Cement:1-Marble powder by weight) in

proportion of 4:7 (4- Cement: 7-marble

chips by volume) (C) Medium

Shade pigment with approx 50% white

cement and 50% ordinary cement (In top

layer only) (upto 10 ton)

59 50 Providing and laying marble chips skirting 869.4 Sqm

(Terrazo) or dedo rubbed, and polished to

Granolithic finish to player 6 mm white,

black or white and black marble chips of

size from smallest to 4 mm nominal size

laid in cement marble powder mix 3:1 (3-

Cement: 1 marble powder by weight) in

proportion of 4:7 (4-cement marble

powder mix: 7- marble chips by volume) (B)

Light shade pigment with white cement (In

top layer only)

60 20 Providing and laying white glazed tiles 908.17 Sq.M.

6mm thick in flooring treads of steps and

landing laid on a bed of 12mm thick

cement mortar 1:3 (1-cement : 3-coarse

sand ) finishing with flush pointing in white

61 20 Providing and laying Ceramic tiles 6 mm 960.47 Sq.M.

thick in flooring treads of steps and landing

laid on a bed of 12 mm thick cement

mortar 1:3 (1- cement :3-coarses and)

finishing with flush pointing in white

cement.(upto 10 ton)

Ahmedabad Municipal Corporation

62 200.00 Providing and laying Vitrified tiles 8 to 10 1469.9 Sq.M.

mm thick, 36''x36'' in flooring treads of

steps and landing laid on a bed of 12 mm

thick cement mortar 1:3 (1-cement:3-

coarses and) finishing with flush pointing

inwhite cement. (upto 10 ton)

63 75.00 Providing and laying Vitrified tiles 8 to 10 1130.2 Sqm

mm thick, 24''x24'' in skrting risers of steps

and dedo on 10 mm thick cement plaster

1:3 (1- cement: 3-coarse sand) and

jointed with white cement slurry (upto

64 60 Providing and laying Vitrified tiles 8 to 10 1523.6 Sqm

mm thick, in skrting risers of steps and

dedo on 10 mm thick cement plaster 1:3

(1-cement:3- coarse sand) and jointed with

white cement slurry (upto 10 ton)

65 50 P & L 24" x 24" vitrified 8 mm thick tile 1261.6 Sq.

flooring over 20 mm (average) base of M.

cement mortar 1:6 (1 cement: 6 coarse

sand) on new surface or fixing on existing

flooring by adhesive material including

dismentaling of existing flooring and

color cement slurry including finised with

flush pointing & cleaning the surface etc.

complete for DARK shade

66 50 P & L 24" x 24" vitrified 8 mm thick tile 1384 Sq.

flooring over 20 mm (average) base of M.

cement mortar 1:6 ( 1 cement: 6 coarse

sand) on new surface or fixing on existing

flooring by adhesive material including

dismentaling of existing flooring and

color cement slurry including finised with

pointing & cleaning the surface etc.

Ahmedabad Municipal Corporation

67 15 Providing and laying polished granite stone 2672 Sq.M.

slab 18 mm thick in risers of steps, dedo

and pllars laid on 10 mm thick cement

mortar 1:3 (1 cement : 3 coarse sand) and

jointed with gray cement slurry including

rubbing & polishing etc. complete.

68 2 Providing and laying marble stone slab 2194.6 Sq.M.

flooring over 20mm (average)base of

cement mortar 1:6 (1-cement : 6 coarse

sand) or L.M. 1:1.5(1- lime putty : 1.5 -

coarse sand) laid and jointed with gray

cement slurry including rubbing and

polishing complete. (A) Marble slab 25mm

69 20 Providing and laying polished Kota stone 1085.5 Sq.M.

slab flooring over 20 mm (Average) thick

base of cement mortar 1:6 (1-cement:6-

coarses and) or L.M.1.1.5 laid over and

jointed with grey cement slurry including

rubbing and polishing etc.complete. (B)

mm thick (upto 10 ton)

70 15.00 Providing and laying polished kota stone 1176 Sq.M.

slab 25 mm thick in risers of steps, skirting

Dedo and pillars laid on 10 mm thick

cement mortar 1:3 (1- Cement :3 coarses

and) and jointed with gray cement

slury mixed with pigment to match the

shade of slab including rubbing and

polishing etc.complete. (upto 10 ton)

71 20 Providing and laying cement concrete 297.68 Sq.M.

flooring 1:2:4 (1-cement: 2-coarses

and:4-graded stone aggregate 20mm

nominal size) laid in one layer and finished

with a floating coat of neat cement. (A)

40mm thick. (upto 10 ton)

72 20 Providing and laying cement concrete 348.08 Sq.M.

flooring 1:2:4 (1-cement: 2-coarse

sand:4-graded stone aggregate 20mm

nominal size) laid in one layer and finished

with a floating coat of neat cement. (B)

50mm thick. (upto 10 ton)

Ahmedabad Municipal Corporation

73 35 Providing and fixing pre-cast concrete 358.06 Rmt

kerb stone of gray cement based concrete

block 30 cm length, 30 cm height and

cm thick of M250 grade concret as per

approved design and including excavation

for fixing in proper line and level, filling the

joint with C:M 1:3 (1 cement :3 fine sand)

etc complete. (upto 10 ton)

74 25 Providing and fixing pre-cast Rubber Dye / 680.1 Smt

steel Dye inter locking concrete block

60mm thick with grade of concrete M300

pnumatic compressed / vibrated

mechanically and as per approved design

Confirming to IS 15658 : 2006 including

mm Sand layer for levelling and filling the

joint with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc.

75 100.00 Providing and laying broken china mosaic 739.89 Sqm

flooring for terrace using 12 mm to

mm broken pieces of glazed tiles to be laid

over cement mortar 1:3 to plain or slope

and to be tempered to bring mortar creme

out upto surface using white cement

including rounding off junctions and

extending them up to15 cm along the

wall, clearing with water and oxalic

acid etc .asdirected.

76 35 Providing and laying coloured glazed tiles 1427 Sqm

of the size 300 mmx200 mmx8 mm/300

mmx450 mmx8 mm in skirting, risers of

steps and dedo on 10 mm. thick cement

plaster 1:3 (1cement: 3 coarse sand) &

jointed with white cement slurry.

77 100 Providing corrugated G.I. sheet of class-3 719.93 Sqm

roofing fixed with glavanished iron J or L

Hooks, Bolts and nuts 8 mm diameter with

bitumen and G.I. limpet washer or G.I.

limpet washer. filled with white lead

complete excluding the cost of purlins,

Rafters and Trusses. (1) 0.80 mm thick

sheet.(up to10 ton)

Ahmedabad Municipal Corporation

78 50 Providing ridges or hips 600 mm over allin 635.58 Sqm

plain G.I. sheet class-3 fixed with G.I. J or L

Hooks and nuts 8 mm dia G.I. Limpet and

bitumen washer complete. (1)

79 25 Providing and fixing 150 mm wide 450 mm 555.71 Sqm

over all semi circular plain G.I.sheet class-3

gutter with Iron brackets 40 mmx3 mm size

Bolts, Nuts, washers etc. including

making necessary connection with rain

water pipes. (i) 0.80 mm thick

80 50 Providing and fixing on wall face C.I. Rain 283.62 Rmt

water pipe including filling the joints with

spun yarn soaked in neat cement slurry

and cement mortar 1:2(1- Cement : 2-fine

sand) (A) 75 mm dia.

81 700.00 Providing 15 mm thick cement plaster in 174.83 Sqm

single coat on Rough (Similar) side of

single or half brick walls for interior

plastering up to floor two level and finished

even and smooth in (i) Cement mortar 1:3

(1-cement :3-sand)

82 500 20mm thick sand faced cement plaster on 297.68 Sqm

walls upto height 10 metres above ground

level consisting of 12mm thick backing coat

of C.M. 1:3 (1-cement : 3-sand) and 8mm

thick finishing coat of C.M. 1:1 (1-cement :

1-sand) etc. complete.

83 350 Colour washing with lime on wall surface 12.29 Sqm

(two coats) over and including a primary

coat of white washing to give an even

shade after through brooming the surface

to remove all dirt, dust, mortar drops and

other foreigh matter.

84 200.00 Removing dry or oil bound 11.19 Sqm

distemper by a washing and scraping and

sand papering the wall surface smooth

including necessary repairs to scratches

Ahmedabad Municipal Corporation

85 150.00 Distempering with dry distemper of 46.94 Sqm

approved brand and manufacture (two

coats) and of required shade on wall

surfaces of given an even shade, over

and including a priming coat of

whiting after thoroughly brooming the

surface free from mortar dropping and

other foreign matter.

86 150 Distempeing (Two coats) with oil bound 76.08 Sqm

distemper of approved brand and

manufacture and of required shade on

wall surfaces to give an even shade, over

and including a priming coat with

distemper primer of approved brand

and manufacture after thoroughly

brushing the surface free from mortar

dropping and other foreign matter and

also including preparing the surface

even and sand papered smooth.

87 100 Extra Coat for Above Item over above 30.09 Sqm

for every subsequent coat of approved

brand and manufacture.

88 250 Wall painting (two coats) with plastic 78.44 Sqm

emulsion paint of approved brand and

manufacture on undecorated wall surface

to give an even shade including throughly

brushing the surface free from mortar

droppings and other foreign matter and

sand papered smooth.

89 150 Extra over item for every sub sequent coat 33.39 Sqm

of wall painting with plastic emulsion paint

of approved brand

90 100 Extra over item for painting with plastic 5.36 smt

emulsion paint of approved brand on

ceilings and sloping roofs.

Ahmedabad Municipal Corporation

91 100 Applying priming coat over new steel 34.34 Sqm

and other metel surface after and

including preparing the surface by

throughly cleaning, oil, grease, dirt and

other foreign matter and scoured with

brushes fine steel wood, scrapers and sand

paper with ready mixed priming paint

brushing red lead.

92 100 Painting two coats (excluding priming 86.94 Sqm

coat) on new steel and other metal

surface with enamel paint, brushing,

interior to give an even shade including

cleaning the surface an even shade

including cleaning the surface of all dirt,

dust and other foreign matter.

93 100 Painting one coats (excluding priming 54.35 Sqm

coat) on previously painted steel and other

metal surface with enamel paint, brushing

to give an even shade including cleaning

the surface of all dirt, dust and other

foreign matter.

94 50 Extra over item for every sub sequent coat 50.4 Sqm

95 200 Painting two coats (excluding priming 64.66 Sqm

coat) on new steel and other metal

surface with synthetic enamel paint,

brushing to give an even shade including

cleaning the surfaceofalldirt,dust and other

foreign matter.

96 52 Painting one coats (excluding priming coat) 43.79 Sqm

on previously printed steel and other metal

surface with synthetic enamel paint,

brushing to give an even shade including

cleaning the surface of all dirt, dust and

other foreign matter.

97 5 Extra over Above item for every sub 43.47 Sqm

sequent coat of paint.

Ahmedabad Municipal Corporation

98 5 Painting two coats (excluding priming 20.16 Sqm

coat) on external surface of new rain

water, soil, waste and vent pipes and

fittings with ready mixed bituminous

brushing, black, anti corrosive to give an

even shade including cleaning of all dirt,

dustand other foreign matter.(75 mm dia)

99 4 Painting two coats (excluding priming 25.05 Sqm

coat) on external surface of new rain

water, soil, waste and vent pipes and

fittings with ready mixed bituminous

brushing, black, anti corrosive to give an

even shade including cleaning of all dirt,

dust and other foreign matter.(100 mm

100 3 Appliying priming coat over new wood and 40.17 Sqm

based surface after and including preparing

surface by throughly cleaning oil, grease,

other foreign matter, sand papering and

(B) Ready mixed paint brushing wood

101 3 Appliying priming coat over new wood and 40.17 Sqm

based surface after and including preparing

surface by throughly cleaning oil, grease,

other foreign matter, sand papering and

(C) Ready mixed paint brushing priming for

102 2 Extra over item 59 for every subsequent 36.39 Sqm

priming coat. (B) Ready mixed paint

brushing wood primier pink.

103 1 Extra over item 59 for every subsequent 36.39 Sqm

priming coat. (C) Ready mixed paint

brushing priming for enamel

Ahmedabad Municipal Corporation

104 10 Painting two coats (excluding priming 87.11 Sqm

coat) on new wood and wood based

surface with ready mixed paint, brushing,

oil, gloss, semi gloss to give and even shade

including cleaning of all dust, dirt and other

foreign matters and papering and stopping.

105 50 Finishing wall with weather proof exterior 113.4 Sqm

emulsion paint on wall surface (two coats)

to give an required shape even shade after

thoroughly brushing the surface to remove

all dirt, and remains of loose powdered

materials.etc complete

106 50.00 Applying two coats of Birla (white cement 40.19 Sqm

based) or Asian (acryliclapy-putty) or

equivalent & two coats of primer of

approved brand and manufacture on new

wall surface to give an even shade

including thoroughly brushing the surface

free from mortar dropping and other

foreign matter and sand papered smooth.

107 5 Writing letter or figures on any surface 3.15 per

with black japan paint (stops, comas, letter

hyphens and the like not to be measured per

and paid for separately) (i) Block Cm/H

(Letters/Figures) (Per 10 Letter pet CM.HT) t

108 0 Extra over items for using thick white paint 0.07 per

instead of black japan paint. (i)Block letter

(Letters/Figures) per

109 5 Writing letter or figures on any surface 3.47 per

with black letter

japan paint (stops,comas, hyphens and the per

like not to be measured and paid for Cm/H

separately) (ii) Indian (Letters/Figures) t

110 0 Extra over items for using thick white paint 0.07 per

instead of black japan paint. (ii) Indian letter

(Letters/Figures) perC

Ahmedabad Municipal Corporation

111 3 Painting lines, deashes, arrows, letters etc 121.91 Sqm

on roads, Air fields and like in two coats

with road marking paint, brushing including

cleaning the surface of all dirt, dust and

other foreign matter. (i)Over 10cmi n width

112 2 Painting lines, deashes, arrows, letters etc 12.14 Rmt

on roads, Air fields and like in two coats

with road marking paint, brushing including

cleaning the surface of all dirt, dust and

other foreign matter.(ii) Upto 10 cm in

113 0 Painting lines, deashes, arrows, letters etc 50.4 Sqm

on roads, Air fields and like in one coats

with road marking paint, brushing including

cleaning the surface of all dirt, dust and

other foreign matter. (i)Over 10cm in width

114 0 Painting lines, deashes, arrows, letters etc 5.52 Sqm

on roads, Air fields and like in one coats

with road marking paint, brushing including

cleaning the surface of all dirt, dust and

other foreign matter. (ii) Upto 10cm in

115 1 Demolition including stacking of 1047.4 Cu.M

serviceable materilas and disposal of .

unserviceable materials with all lead and

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

116 2 Demolition of Brick work and stone 544.95 Cu.M

masonry including stacking of serviceable .

materil as and disposalof unserviceable

materials with all lead and lift.(ii) In

117 10 Dismentaling tiled of stone floors laid in 47.25 Sqm

mortar including stacking of serviceable

materil as and disposal of unserviceable

materials with all lead and lift.

118 5 Dismentaling of sheet roofing including 47.25 Sqm

ridges, Hips, Valleys, Gutters etc. stacking

of serviceable materil as and

disposal of unserviceable materials with

all lead and lift.(i) G.I.sheet roofing.

Ahmedabad Municipal Corporation

119 5 Dismentling steel work including 3.63 Kg.

distempering and stacking the materials

with all lead and lift.

120 2 Dismentling doors, windows, ventilators 185.85 Each

etc. (wood or steel) shutters including

chowkhats architraves, hold fasts and

other attachment etc. complete and

stacking the material within all lead and

lift.(i) Not exceeding 3 Sq.M. in area.

121 2 Dismentling doors, windows, ventilators 248.85 Each

etc. (wood or steel) shutters including

chowkhats architraves,hold fasts and other

attachment etc. complete and stacking the

material with in all lead and lift.(ii)

Exceeding 3 Sq.M.in area.

122 10 Dismentling barbed wire in fencing 66.15 Rmt

including making rolls and also including

dismentling fencing posts including all

earth work concrete in base and making

good the disturbed ground stacking

useful materials as directed and disposing

as directed and disposing of the

unserviceable materials with all lead and

123 5 Dismentling C.I. pipes G.S.W. pipes abd 74.03 Rmt

A.C. rain water pipes with fittings and

clamps including stacking the materials

with all lead and lift (for any dia, of pipe)

124 5 Dismantling santtary fittings like wash 401.63 Each

basin . W.C. pan Indian and Europe an

type, flushing tank etc. including stacking

the materials with all lead and lift

125 20 Scraping oil paint from steel and other 48.83 Smt

metal surface and making the surface

even (with Hand Scraping.)

126 10 Removing and scraping of old 19.38 Smt

deteriorated plaster of any thickness from

wall / R.C.C member including stacking of

serviceable material and disposal of

unserviceable from site of work with all

Ahmedabad Municipal Corporation

127 1 Providing and fixing M.S. fan clamps of 168.53 Each

shape and size as specified in existing

R.C.C. slab including cutting chase and

128 1 Cutting out cracks of roof terrace to V- 64.58 Rmt

section, cleaning out, wetting, grouting

with cement and sand slurry 1:3 (1-cement

3-sand ) (upto 10 ton)

129 1 Cutting out cracks roof terrace to V-Section 75.29 Rmt

cleaning out and filling solidly with a hot

mixture of bitumen and clean dry sand (1:1

by weight) (up to 10 ton)

130 3 Providing and fixing of Ridge flashing for 688.28 Sqm

roof panel shall be made out of 0.5 mm

thick pre coated GI sheet. The Pre

coatedsheet shall be of minimum

mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of

minimum 120 gsm as per IS:277:1992,

5-7 microns epoxy primer on both side

of the sheet and polyester top coat 15-18

micron. The PP GI Sheet shall have

plastic protective guard film of minimum

25 microns to avoid scratches during

transportation. The ridge shall be fixed to

the steel members by poprivetor

self drilling/self stitching fastners @

maximum 450mm c/c along length of

capping/flashing etc complete .

131 15 Providing and fixing 1.20 Metre high 385.4 Rmt

fencing with 2.0 Metre long M.S. Angle

posts 40 mm x 40 mm x 6 mm and oil

painting 3 coats fixed at 2.5 Mt, C/c. with

five Horizontan lines and two diagonals of

galvanised steel barbed wire weighting

9.38 Kg. per 100 Metre, strained and fixed

to posts with G.I, staples including fixing

the posts in ground with 0.5 M x 0.5.M x

0.5 M. block in C.C 1:5:10 etc complete.

Ahmedabad Municipal Corporation

132 25 Renovation and Repairing work in Chainlink 735 Rmt.

fencing any size and also refixing work

incl. febrication work with all materails to

be painted one coat of primer and

twocoats of paint as directed inline and

133 2 Constructing a sink (chowkedi) with C.C. 2235.7 Rmt

1:2:4, 12 cm. thick over B.B. masonry in

C.M, (1:6) in front and dwarf wall 1.0 Mt.

high and 23 cm. thick cement plaster to

masonry / in C.M.1:3) and cement concrete

flooring in 1:2:4: mix 5cm.dia.drain pipe

134 1 Constructing a cooking platform 60 cm. 933.98 Rmt

width and 70 cm high resting on B.B.

Masonry walls 23 cm. thick in C.M. (1:6)

with (i) Fixing or precast R.C.C. 1:2:4)

cm. thick slab with marble chips set in

C.M. (1:6) (6 mm thick terrazo) with

plastering on exposed faces walls in C.M.

(1:4) etc complete.

135 20 Carring out timber treatment to all wood 54.98 Smt

work including drilling holes and spraying

oil based chemical solution on surface of

timber work for termite control including

labour and material etc. complete. Using

Chlordene 20 EC. As Per

6113_part III Consentration Weight1.00

percent is recommended one litre chemical

emulsion dillute with 9 liter of

kerosene precent concentration. Total

dillute concrentration will be 10 litre

inclusive of the litre chemical emulsion

appication 0.75 / Litre chemical per one

Sqmt printed two coat wood surface.

Ahmedabad Municipal Corporation

136 2.5 Applying general insecticide pest control 88.4 Smt

treatment to floors, cup boards etc

including labour material etc. complete.

Using Heptachloride 20 EC. As Per

6113_pests Consentration Weight

percentis recommended one litre chemical

emulsion dillute with 39 liter of water will

give. Total dillute concrentration will be

litre inclusive of one litre chemical

emulsion appication 0.5 Litre

chemical / Sqm of surface is recommended

137 30 Carring out plinth treatment to post 104.9 Smt

construction / existing structure by

spraying chemical solution for termite

control treatment including labour and

material consist ment with I.S.

specification. Using Chlordene and Chior

purfiles 20 EC. As Per 6131_paret-II

Consentration Weight on percentis

recommended i.e one litre 20 EC chemical

emulsion with 19 liter give 1%

concrentration inclusive of one litre

chemical emulsion appication attherate

of 5 Litre chemical / Sqm of surface is

recommended as per I.S

138 10 Carrying out wall treatment for termite 37.34 Smt

control including spraying with chemical

solution in oil base (0.5 Lit./Sq.M.)

including labour and material Using

Hepachlor concentration 20 EC. As Per

IS.6316_paret-II Consentration by Weight

0.50 percentis recommended i.e one litre

chemical emulsion dillute with 39 liter go

fIS concrentration total dillite

concentration will be 40 litre inclusive of

one litre chemical emulsion appication at

the rate of 7.5 Litre chemical / Sqm of

surface is recommended as per I.S

139 600 Providing erecting and fixing double coated 3.91 Litre

water tank of required capacity each with

necessary fittings and connection etc.

Ahmedabad Municipal Corporation

140 Providing and fixing to wall, ceiling and

floor galvanised Mild steel tubes (Medium

grade) of the following nominal bore,

tube fitting and clamps including making

good the wall ceiling and floor.

A 3 (A) 15mm (upto 10 ton) 244.13 Rmt

B 2 (B) 20mm (upto 10 ton) 297.25 Rmt

C 2 (C) 25mm (upto 10 ton) 393.93 Rmt

D 2 (D) 32mm (upto 10 ton) 491.51 Rmt

E 2 (E) 40mm (upto 10 ton) 596.73 Rmt

F 1 (F) 50mm (upto 10 ton) 779.6 Rmt

141 0 Providing and laying in trenches

galvanised mild steel tubes (Midium

grade) of the following nominal bore, and

tube fitting (Earth work in trenches to be

measured and paid for separately)

5 (A) 15mm (upto 10 ton) 150.91 Rmt

2 (B) 20mm (upto 10 ton) 190.97 Rmt

2 (C) 25mm (upto 10 ton) 279.39 Rmt

2 (D) 40mm (upto 10 ton) 421.12 Rmt

2 (E) 65mm (upto 10 ton) 716.66 Rmt

2 (H) 80mm (upto 10 ton) 910.69 Rmt

142 1 Making connection of galvanised Mild steel 600.08 Each

distribution branch with galvanised mild

steel main 50 mm to 80 mm nominal bore

by providing and fixing tee including

cutting and threading the pipes complete.

143 0 Providing and fixing to wall ceiling and

floor 6.0 Kg.F/Cm2 working pressure

poluthene pipes of the following out

side Dia. Low densidy, complete with

special falnge compression type

fittings,wall clips etc.including making good

the wall ceiling and floor.

Ahmedabad Municipal Corporation

144 Providing and fixing to wall ceiling and

floor 10.0Kg.F/Cm2 working pressure

polythene pipes of the following out

side Dia. Low densidy, complete with

special falnge compression type fittings,

wall clips etc. including making good the

wall ceiling and floor.

2 (C) 32mm 116.4 Rmt

145 1 Providing and fixing cast iron (Spun) Nahni 600.08 Each

trap of the following nominal diameter of

self cleaning design with C.I. screaed down

or higned grating including cost of

cutting and making good the walls and

floor 100 mm inlet and 50 mm

outlet.(C)100mm dia.

146 2 Providing and fixing water closet squatting 926.1 Each

Pan (Indian type W.C.Pan) size 580 mm

(Earth work, bed concrete, foot rest and

trap to be measured and paid for

separately) (A) Vitreous China. (I)Long

pattern = White colour

147 1 Providing and fixing wsh down water closet 1290.8 Each

(Europe an type, W.C.Pan) with integral P

or S trap including jointing the trap with

soil pipe in Cement Mortar1:1 (1-

Cement:1-fine sand) (Seal and cover to

be measured and paid forseparately) (A)

vitreous China Pattern :(i) in white colour

148 2 Providing and fixing 100 mm size P or S 311.85 Each

trap for water closet squatting pan

including jointing the trap with the pan and

soil pipe in cement Mortar1:1 (1-Cement :

1-Fine sand)(A) Vitreous China.Pattern in

Ahmedabad Municipal Corporation

149 2 Providing and fixing wash basin with single 1400.2 Each

hole for pillar tap with C.I.or M.S. brackets

painted white including sutting holes and

making good the same but excluding

fittings. (A) Vitreous China: (ii) Flat Back

wash basin 550 mm x v 400 mm size.(i) In

150 1 Providing and fixing Kitchen sink with C.I. 2257.7 Each

or M.S. brackets, painted white including

cutting holes in walls and making good the

same but excluding fittings. © Vitreous

China Sink. (i) 600 mm x 450 mmx 150 mm

151 2 Providing and fixing 600 mm x 450 mm 825.48 Each

bevelled edge mirrror of superior glass

mounted on 6 mm thick A.C. sheet or ply

wood sheet and fixing to wooden pluge

with C.P. brass screws and washers.

152 1 Providing and fixing chromium plated brass 261.16 No.

trun flush cock of approved quality

including fixing

in pipe line etc. complete.(ii) 25mm dia.

153 1 Providing and fixing C.P. brass towel rail 597.22 Each

comlete with C.P.brass brackets fixed to

wooden plugs with C.P. brass scews.(B)

600mm x 20mm size.

154 1 Providing and fixing 600mm x 120mm glass 561.03 Each

with C.P. brass bracket and guard rail

mixed to wooden plug with C.P. brass

155 2 Providing and fixing toilet paper holder. 414.53 Each

156 3 Providing and fixing screw down bib taps of 184.98 Each

following size.(A) Brass screw down bib tap

bright. (i) 15mm dia.

Ahmedabad Municipal Corporation

157 1 Providing and fixing screw down bib taps of 212.68 Each

following size.(A) Brass screw down bib tap

bright. (ii) 20mm dia.

158 1 Providing and fixing screw down bib taps of 184.98 Each

following size.(B) Brass chromium plated

down Bib Tap. (i) 15mm dia.

159 1 Providing and fixing screw down bib taps of 212.68 Each

following size.(B) Brass chromium plated

down Bib Tap. (ii) 20mm dia.

160 3 Providing and fixing screw down bib taps of 157.29 Each

following size.(C) Gun metal screw down

161 1 Providing and fixing screw down bib taps of 176.09 Each

following size.(C) Gun metal screw down

162 1 Providing and fixing pillar tap, capstan 305.67 Each

down high pressure with screws, shanks

nuts. (i) 15mm dia

163 2 Providing and fixing pillar tap, capstan 351.18 Each

down high pressure with screws, shanks

nuts. (ii) 20mm dia.

164 2 Providing and fixing Gun metal check or Each

non-return fullway wheel valve.

165 3 Providing and fixing Gun metal check or 184.98 Each

fullway wheel valve.(A) 15mm dia.

166 3 Providing and fixing Gun metal check or 201.8 Each

fullway wheel valve.(B) 20mm dia.

167 3 Providing and fixing Gun metal check or 416.47 Each

non-return fullway wheel valve.(C) 25mm

Ahmedabad Municipal Corporation

168 1 Providing and fixing Gun metal check or 311.61 Each

non-returnfullway wheel valve.(D) 32mm

169 2 Providing and fixing Gun metal check or 656.86 Each

non-returnfullway wheel valve.(E) 40mm

170 2 Providing and fixing chromium plated

brass half trun flush cock of approved

quality including fixing in pipe line etc.

171 2 Providing and fixing chromium plated brass 252.26 Each

trun flush cock of approved quality

including fixing

in pipe line etc. complete.(i) 20mm dia.

172 2 Providing and fixing chromium plated brass 261.16 Each

trun flush cock of approved quality

including fixing

in pipe line etc. complete.(ii) 25mm dia.

173 2 0 Providing and fixing chromium plated 273.03 Each

trun flush cock of approved quality

including fixing in pipe line etc.

complete.(iii) 32mm dia.

174 2 Providing and fixing Urinal or approved 1026 Each

quality including conecting the Urinal with

waste pipe , tap etc.complete. (A) White

earthen ware flat back or corner type size

175 3 Providing and fixing Urinal of approved 1535.6 Each

quality including connection with trap and

with integral longitudinal flush pipe. (A)

Squating plate pattern white earthen

ware 550mm x 300mm.

176 2 Providing and fixing chromium plated, 292.87 Each

bottle trap with necessary couplings of

approved quality for wash basin.

177 2 Providing and fixing ball cock ofapproved 131.57 Each

quality as directed. (A) Copper Metal (i)

Ahmedabad Municipal Corporation

178 1 Providing and fixing ball cock of approved 101.89 Each

quality as directed. (B)Abonite (i) 25mm

179 30 Providing laying and jointing in true line 71.93 Rmt

and level 15 mm dia. U.P.V.C. Pipe (SCH-40)

for cold water including fittings make

PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In

Charge. Pipe shall be fixed on the wall with

the help of clamp at every two metre C/C

or shall be concelled as directed including

necessary fittings etc. including testing of

pipe and joints and fixing the same with

solvent, including cost of all

materials.adhesive

180 15 Providing laying and jointing in true line 90.93 Rmt

and level 25 mm dia. U.P.V.C. Pipe (SCH-40)

for cold water including fittings make

PRINCE/ SUPREME/ ASTRAL/ FINOLEX

orequivalent as approved by Engineer In

Charge. Pipe shall be fixed on the wall with

the help of clamp at every two metre C/C

or shall be concelled as directed including

necessary fittings etc. including testing of

pipe and joints and fixing the same with

adhesive solvent, including cost of all

181 5 Providing laying and jointing in true line 117.97 Rmt

and level 32 mm dia. U.P.V.C. Pipe (SCH-40)

for cold water including fittings make

PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In

Charge. Pipe shall be fixed on the wall with

the help of clamp at every two metre C/C

or shall be concelled as directed including

necessary fittings etc. including testing of

pipe and joints and fixing the same with

adhesive solvent, including cost of all

Ahmedabad Municipal Corporation

182 5 Providing laying and jointing in true line 146.65 Rmt

and level 40 mm dia. U.P.V.C. Pipe (SCH-40)

for cold water including fittings make

PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In

Charge. Pipe shall be fixed on the wall with

the help of clamp at every two metre C/C

or shall be concelled as directed including

necessary fittings etc. including testing of

pipe and joints and fixing the same with

adhesive solvent, including cost of all

183 3 Providing laying and jointing in true line 193.73 Rmt

and level 50 mm dia. U.P.V.C. Pipe (SCH-40)

for cold water including fittings make

PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In

Charge. Pipe shall be fixed on the wall with

the help of clamp at every two metre C/C

or shall be concelled as directed including

necessary fittings etc. including testing of

pipe and joints and fixing the same with

adhesive solvent, including cost of all

184 10 Providing in line level plumb, fabricating 390 Rmt

and fixing three row horizontal barbed

wire fencing and punched tape concertina

coil of 9 turns per meter of 610 mm dia

fixed with clips on top of the angle iron

posts. The punched tape concertina coil

having sharp barbs at every 25 mm spacing

shall be 0.5 mm thick and 19 mm width

and weighting 13 kg/100 mt. (Average) as

per manufacture's specification. The rate

shall also include providing and fixing

1.20 mt.total long MS angle 40 x 40 x 6 mm

@3.00 mt.c/c spacing embaded in RCC

column, angle posts shall be painted with

one coats of red oxide and two coats of

enamel paint of approved quality at top

Ahmedabad Municipal Corporation

185 5 Providing & Fixing 3 mm thick F.R.P.sheet 1930 SqM

of Approved Quality & Color / Pattern as

per Consultant's design also includes

required fabrication structure in the grid

of 2'-0x2'-0 size using hollow pipe of16

gauge & size 2"x1" & 1"x1" ,G.I. & Bitumen

Washers, Silicon paste application for fixing

the sheet . Rate also includesnecessary

bending, cutting, labor charges , Zinc

Primer coat & Two coats of oil painting of

color as approved by consultants & making

good the wall. (N.S.)

186 1 Providing 2 mm thick F.R.P. Gutter with 400 Rmt

necessary M.S. Supporting Brackets. (N.S.)

187 1 Providing & Supplying JCB Machine on 600 Hrs.

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 )

188 2 Providing & Fixing Door closer - complete 474.58 No.

of Approved make to wooden / Aluminium

Doors as per direction of engg. In charge.

189 2 Providing and fixiing M.S. Fan clamps type 124.74 No.

1 of 16 mm dia M.S. bar bent to shape with

hooked ends of R.C.C. slabs during laying

incl. painting the exposed protion of loops,

all as per standard design complete.

190 35 Providing cement vata (10cm. x 10 cm. 23.45 Rmt

size) quarter round in cement mortar 1:1

including neat cement finishing, watering

191 2 Providing and Fixing 1 H.P. Electrical 6800 Set

monoblock or submarcible water pumps

withmotor and required cable and switch

board of approved brand and make

etc.comp.as directed.

Ahmedabad Municipal Corporation

192 1200 Providing TMT Bar FE 415 reinforcement 66.59 Kg.

work including bending, binding and

position complete upto floor two level

193 25 Conveyance charge of Earth,Lime, Murrum, 235.51 Cu.M

building rubbish earch manure or sludge .

and excavated rock and fly ash,aggregate

of any kind etc.comp.upto 5 km lead.(L.S.)

194 50 Providing and laying polished granite stone 2690 Smt

slab 18 mm thick in risers of steps, dedo

and pllars laid on 10 mm thick cement

mortar 1:3 (1 cement:3 coarse sand) and

jointed with gray cement slurry including

rubbing & polishing etc.complete.

195 50 P/M/F chainlink jali 8'x4' size as per details 1230 Rmt

sketch & instructionof engineer in charge

same as lal darwaja garden pattern

consisting of 3'dia. M.S black pipe 'A' class

5'4" ht. fixed at 8'9" c/c in C.C 1:2:4 block

of 9"x9"x9" size chain link jali of size

2"x2"x10 gauge fixed in 35x35x5 mm MS

angle frame 8'x4' size with MS flat of size

25x3 mm welded jali etc.comp.The jali is to

be welded to MS pipe with MS flat as

instruction given.The M.S pipe and the M.S

angle frame are to be painted one coat of

primer and two coats of paint as directed

in line and level. (N.S)

Ahmedabad Municipal Corporation

196 5 Supplying and fixing of 300 mm-L x 150 393 Rmt

mm-B x 380 mm-H Kerb block for Footpath

in M-20 grade using 20 mm nominal size

black trap aggregate of Sevaliya/Timba or

equivalent quality for pre-cast blocks,

reasonably exposed finish/ formwork

mould with well equipped with vibratory

system for kerb stones of approved design

including curing, etc. complete, including

the cost of formwork etc. complete. The

rate shall also

include necessary cutting of asphalt, fixing

the Kerb stones in line and level on 5 cm

thick sand bedding with necessary

equipments and materials. The rate shall

also include the flush pointing in CM (1:3)

for all joints of the kerbstones. Filling of

zari alone the sides of the kerb stone fixed

with Bituminous concrete Bituminous

concrete / C.C. mixed in proper position to

flush with the road surface as directed by

Engineer in change to form a portable

Ahmedabad Municipal Corporation

197 25 Providing and Laying of Rubber Moulded 429 Smt

Paver Block Grey/Coloured 60 mm thick,

M-35 Grade of any size shape (Usually Uni-

Paver Blocks) using black trap good quality

aggragate of 20 mm nominal size for

footpath,parking areas, service lanes and

other areas as mentioned in the drawing /

instruction of engineer in charge. Cost

includes formworks using rubber mould,

Rate providing and laying paver blocks as

per required grading and specification. The

paver block shall be mechanically

compacted. The work of paving blocks shall

be executed in line and level by skill mason

of flooring work only. It should be laid in

such a way that the no cutting of the paver

block to be necessary. if cutting of paver

block necessary then it should be cut by

machine only and carting. The finished

surface of the paver block shall have

resonably good, plain finished. Paver

blocks shall be compacted and shall be

relaid if necessary. Gravel or such type of

materials shall not be allowed for

production. Laying on 5 cms thick sand

198 25 Labour work for fixing interlocking blocks / 78 Smt

pavement on up to 50 mm th sand

bedding, levelling,

watering and fixing in line & level as well

site etc.comp. as directed.

199 Box type metal letters forming composite

box made from 1mm thick stainless steel

plate of grade 304 having brush finish of

following font size to be fixed at Main Gate

in english and or Gujrati and including

fixing charges approved before fixing by

clent / consultant.

A 0 400mm high 1000 Nos.

B 0 300 mm high 750 Nos.

C 0 230 mm high 565 Nos.

Ahmedabad Municipal Corporation

200 20 Provdg. & laying S.W. Gully trap with brick 1279.4 No.

masonry chamber & water tight G.T.Stone

including fixing of covervSquare mouth

trap 100 mm x100 mm size P-Trap

201 20 Providing and laying (to level or slopes) and 211.05 Rmt.

jointing with stiff mixture of Cement

Mortar in proportion 1:1 Salt glazed

stoneware pipes including testing of pipes

and joints complete.(A) 100mm dia.

202 20 Providing and laying (to level or slopes) and 288.23 Rmt.

jointing with stiff mixture of Cement

Mortar in proportion 1:1 Salt glazed

stoneware pipes including testing of pipes

and joints complete.(B) 150mm dia.

203 20 Constructing brick masonry chamber for 2903.9 Each

underground C.I. Inspection chamber and

bends with bricks having crushing strength

not less than 35Kg/Cm2 in C.M. 1:5 C.I.

cover with frame (Light duty) 455mm x

610mm intenal dimensions total weight of

cover with frame to be not less than 38Kg.

(Wt. of cover 23 Kg.) and Wt. of frame

15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-

cement :2- coarse sand :4-graded stone

aggregate 20mm size) foundation concrete

1:5:10 inside plaster 15mm thick with

cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and

bed concrete etc. complete.(i) Inside

dimensions 455mmx 610mm and 450mm

deep for single pipe line.

Ahmedabad Municipal Corporation

204 150 Constructing brick masonry chamber for 3624.5 Each

underground C.I. Inspection chamber and

bends with bricks having crushing strength

not less than 35Kg/Cm2 in C.M. 1:5 C.I.

cover with frame (Light duty) 455mm x

610mm intenal dimensions total weight of

cover with frame to be not less than 38Kg.

(Wt. of cover 23 Kg.) and Wt. of frame

15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-

cement :2- coarse sand :4-graded stone

aggregate 20mm size) foundation concrete

1:5:10 inside plaster 15mm thick with

cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and

bed concrete etc. complete.(i)Inside

dimensions 500mm x 700 mm and 450mm

deep for pipe line with one or two inlets.

205 100 Providing, supplying and fixing precast C.C. 219 Rmt.

blocks (M-20) edge kerb having size of 75 x

300 x 300 mm depth and as per design

conveying it to the site, jointing into C:M

1:3 and racking out the joints incl.

necessary excavation of asphalt, soil

etc..completed.

206 150 Providing and fixing PVC Printed pain 766 Smt

colour false ceiling with grid type with

alluminium frame consisting of 600mm x

600mm 3mm thick plain PVC sheet used as

panel insert in a frame work made using

anodized alluminium T section of size 1 x

(235 x 25mm, 19 gauge or 1 mm thick) in

square pattern of grid sizes of 2 x 2 (600 x

600mm) The alluminium frame work is

supported from the cceiling with the help

of G.I. hook and G.I. wire/6mm M.S. rods of

required sizes to maintain proper level etc.

The aluminium frame work is supported on

side wall with the use of alluminium L

section of size 1 x1 (25 x 25mm) angles etc.

complete as per direction of Engineer in

charge. Manufactures specification and

Ahmedabad Municipal Corporation

207 Providing and supplying of labour for

necessary manual excavation, cleaning,

Shifting of Material Or any other, or for any

other work as directed by Engineer In

charge. The Rate includes Handcart with

A 10 Labour charges - Mazdoor (As per Amc 497.50 EACH

B 10 Labour charges - Supervision for Machinery 711 EACH

C 10 Fitter/Plumber/Mason 697 EACH

D 10 WELDER/ Gas cutter at Day /night 689 EACH

208 50.00 Up to 0.30 meter (By any type of Breaker 200 SMT

Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc

209 30 0.30 meter & above (By any type of 350 SMT

Breaker Machine or R.C.C.Cutter machine

including cost of operator, fuel, &

transportation etc complete.

210 30 CatchPit Jali Fixing P/F FRC catch pit jali 1383.9 No.

with frame 600mm x 600mm clear opening

etc. comp. As directed by engineer in

charge. (Based on Central Store Rate)

211 Providing and fixing concealed center point

to wall ceiling & floor CPVC (SDR 13.5) PIPE

having National Sanitation Foundation

(NSF) seal for potable water of following

dia. Nominal bore tube fittings and clamps

including making good the wall, ceiling and

floor etc. complete.

A 10 15 MM DIA 165.21 Rmt

B 10 20 MM DIA 202.97 Rmt

C 10 25 MM DIA 247.25 Rmt

D 10 32 MM DIA 330.36 Rmt

E 10 40 MM DIA 437.66 Rmt

F 10 50 MM DIA 647.3 Rmt

212 10 Supplying and fixing C.I. cover 300mm x 491.8 Each

300mm without frame for Gulley trap

(Standard pattern) te weight of cover to be

not less 4.53 Kg.)

Ahmedabad Municipal Corporation

213 0 Providing and fixing to wall ceiling and

floor 10.0Kg.F/Cm2 working pressure

polythene pipes of the following out side

Dia. Low densidy, complete with special

falnge compression type fittings, wall

clips etc. including making good the wall

ceiling and floor.

214 50 Providing and fixing sheet glass, selected 1176.1 Smt

quality (Type-C) bedded in putty and fixed

with teakwood and necessary cutting of

glass. (2) 6 mm thick.

215 50 Providing and fixing rough cast wired glass, 559.26 Smt

6mm thick bedded in putty and fixed with

wooden beading including the cost of

wooden beadings of Indian teak wood and

necessary cutting of glass. (C) Wired -

216 0 Providing and supplying ISI Standard RCC

pipes (of sulphate resisting Cement )in

standard lengths of following class and

diameter suitable for rubber ring joints

(socket and spigot) including all

taxes,insurance, transportation,treight

charges,octroi,inspection charges,

loading,unloading, conveyance to

departmental stores, stacking etc.

complete (GWSSB SOR 2022-23)Class NP3

Test pressure 0.7 Kg/Sq.Cm

a 3 300 mm dia 755.00 Rmt

217 Lowering, laying and jointing R.C.C. pipes in

C.M.1:1 1/2 of following diameters in

proper position , grade and alignment at all

level as directed by Engineer-in- charge

including conveyance from stone to site of

work, labour giving hydraulic testing as per

ISI code. (item no.11a ,GWSSB SOR 2023-

Ahmedabad Municipal Corporation

218 Providing and supplying ISI marked only

standard length Stonewate pipes in

standard lengths of following class and

diameter including all taxes,insurance,

transportiton, fright charges,

octroi,inspection charges, loading,

unloading, conveyance to departmental

stores, stacking etc. complete (item no.11

,claas A,IS - 651 - 1989)(GWSSB SOR 2022-

219 0 Lowering, laying and jointing stone ware

pipes of following diameters with cement

joints in C.M.1:1 proportion in proper

position , grade and alignment at all level

as directed by Engineer-in- charge

including conveyance from stone to site of

work,Jointing material etc.comp.(item

no.12,GWSSB SOR 2022-23)

220 0 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.

10 0.60 X 0.45 mt. size Inside Clear, Depth 2533 No

from 0.0 to 0.90meter for pipe dia <=150

10 0.60 X 0.75 mt. size Inside Clear, Depth 3219 No

from 0.0 to 0.90meter for pipe dia <=20

Ahmedabad Municipal Corporation

10 0.75 X 0.75 mt. size (Inside Clear) Depth 4374 No

from 0.0 to 1.20 meter for pipe dia <=20

221 Constructing Slab Type M.H. Chamber Of

The Following Size Including Excavation,

Refilling, Brick Bats Cement Concrete

(1:5:10) of thickness 15 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 Coated Steps 35 Cm C/C At 35 Cm

Staggered Masonary In Cm 1:5, Rcc Slab In

Cc1:1.5:3 of thickness 15 C.M.,Including

Cantering & Reinforcement (Single jalli at

bothway 10 mm dia.)But Excluding The

Cost Of Manhole Seat Cover

Etc..Completed Of Size 0.75 X 1.00 Meter

(Inside Clear, M.H. length should be

parallel to the flow) (Based on Drainage

50 1.00 to 2.00 meter depth, (Slab at Ground 6330 No

level) (for pipe dia <=230 mm)

222 0 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.

0 a. 150 mm to 300 mm dia. 1500 No

0 b. 400 mm to 600 mm dia. 2500 No

223 0 Cutting the pipes of following dia coming in

the new M.H.in running sewer including

cutting bars, including removing debris /silt

from the M.H. and carting at a suitable

distance etc..complete as directed. No

payment for M.H. work will be made until

pipe is not cut completely in all respect.

(Based on Drainage SOR 2009-10)

10 150 mm to 300 mm dia. 1270 No

Ahmedabad Municipal Corporation

224 0 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)

20 (A) up to 0.15 mt. (@ Two Coarse) 820 No

20 (B) up to 0.35mt. (@ Four Coarse) 1300 No

0 (C) up to 0.65 mt. (@ Seven Coarse) 2010 No

0 (D) up to 0.90 mt. (@ Ten Coarse ) 2420 No

225 25 Repairing damaged I.C./ Raising removing 450 No

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)

226 25 Lettering and lettering charges and printing 2000 No.

Muni.corporation symbol with help or

skilled artist including colour costst.

227 15 Prismatic grade reflective sheeting with 3600 Smt.

super high performance durable ,micro

prismatic material confirming to type XI as

per ASTM-D 4956 -09 & Cutting , pesting

letter according to IRC standard in dual

language with micro prismatic material

confirming to type XIsmatic confirming to

228 10 Extra for providing and mixing water 48.67 per

material in Cement concrete in mix al

recommended by the manufacturers.

229 13.5 Non reflective solar contact film for fixing 402.54 Sq.mt

Ahmedabad Municipal Corporation

230 30.00 Rapairing Of Door & Window (Wood).It 150.00 No.

Also Including Labour Charges For

Erection And Fixing Door Shutter &

Frame Etc.And Necessary Repair As Per Site

Condition.(N.S.) I00375

231 30.00 Repairing of Doors/Windows shutters and 300.00 No.

Frames including refixing-aligning shutter,

providing, replacing, fixing MS hinges,

Aluminium aldrops, stoppers, tadi etc.

complete excluding painting as per

specifications.(app.rate)

232 35.00 Supplying electric breaker machine for RCC 1071.42 PER

slab or asphalt demolishing work on site by SHIFT

using operator, fuel, power supply

etc.complete as directed. (no payment

should be allowed for non working

condition of machinery and for pipe line

excavation and M.H. work. Allowed only

for break down work) (Based on Previously

approved rate by CE sir )

Total Amt in Rs.

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

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

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

detailed in the Table below:-

Sr. Name of Works Approximate value Bid Security Completion

No. of works (Rs.) (Rs.) Period

1 W•th vrùbÍtul Dtxjtuzegt T<&t yLg Jtuzobtk Rs. 74,95,967.05 Rs.75,000.00 12 Months

ytJuj swœt swœt xtugjux çjtufbtk

yum.ce.yub yk<od< hevuhekd <&t

heltuJuNllt ftb ctc<

 Tender (a complete set of bidding document) fee shall be Rs. 2400/- in the form of Demand

Draft / Pay Order from any Nationalized Bank in favor of MUNICIPAL COMMISSIONER,

Ahmedabad, payable at Ahmedabad, which shall be non refundable. The fees shall be paid

at the time of submitting the tender.

Ahmedabad Municipal Corporation

 All bidders are requested to see the website of (n) procure / www.tender.nprocure.com for

 All bids must be accompanied by Bid Security of the amount specified for the Works in the

above Table payable at Ahmedabad and drawn in favor of AHMEDABAD MUNICIPAL

CORPORATION, Ahmedabad. Bid Security will have to be in any one of the forms as

specified in Clause of ITB (Instructions to Bidders).

 All Bids must be delivered to Assistant Manager "North West Zone, Zonal Office", Nr. Atithi

Hotel, Bodakdev Ahmedabad.

Seal and Signature of the Bidder Add. City Engineer

(North West Zone)

Ahmedabad Municipal Corporation

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

NORTH WEST ZONE

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no.

4 Permanent account no. (PAN

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Section I – INSTRUCTIONS TO BIDDERS (ITB)

Name of Work :- W•th vrùbÍtul Dtxjtuzegt <&t yLg Jtuzobtk ytJuj swœt swœt xtugjux çjtufbtk

yum.ce.yub yk<od< hevuhekd <&t heltuJuNllt ftb ctc< (yu.yth.me. xuLzh)

1. Scope of Bid

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

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

Detailed in the table given in the ITB.

1.2 The Works consist of:

1.3 The works under this Contract shall be carried out in accordance with the bidding

documents constituting the contract and shall consist of various salient items as generally

described below:

1.3.1 Road Works

A) Site clearance, removal of tree stumps and dismantling of obstructions etc.before commencement of

B) True and proper setting out and layout of the Works, setting of bench marks, provisions of all

necessary labor with instruments and appliances;

C) Widening and strengthening/reconstruction of the existing carriageway including raising;

D) Any other item of work as may be required to be carried out for completing the road works in

all respects in accordance with the provisions of the Contract.

2. Eligible Bidders

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

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

The bidders shall have a registration with State PWD, and/or CPWD or AMC or equivalent. If

contractor is not registered with AMC in the relevant class, on award of contract he shall be required to

register himself with AMC within 3 month's time Bidders shall provide such evidence of their continued

eligibility satisfactory to the Employer, as the Employer shall reasonably request.

3. Eligible Material, Equipment and Services

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

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

4. Qualification of the Bidder

4.1 To be qualified for award of Contract, bidders shall:

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

Ahmedabad Municipal Corporation

General information

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

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

1 Name of firm:

2 Head office address:

3 Local office address (if any):

4 Telephone / Mobile no:

5 E-mail addresses:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

additional information regarding litigation, debarment, arbitration, etc.

4.2 Disqualification

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

of the following reasons:

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

included in document.

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

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

litigation awarded against the applicant or financial failure due to bankruptcy.

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

e.g. Works completed after notices issued by AMC or poor quality of work or completed after

time limit or not responsive to Engg.incharge instruction.

d) In case of one contractor remains lowest in most of the such New west Zone grouting

work tenders, then in such case, AMC can award such tender to other contractors.

5 Debarment/Black listing

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

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

Ahmedabad Municipal Corporation

6. Cost of Bidding

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

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

7.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain

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

entering into a contract for construction of the Works. The costs of visiting the Site shall be at the

bidder's own expense.

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

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

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

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

personal injury, loss of or damage to property and any other loss, damage, costs and expenses

incurred as a result of the inspection.

B. Preparation of Bids

8. Language of Bid

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

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

literature furnished by the bidder may be in another language provided they are accompanied by

an accurate translation of the relevant passages in the English language, in which case, for

purposes of interpretation of the bid, the English translation shall prevail.

9 Documents comprising the Bid

The bids shall be submitted in hard copy and two copies, one marked as “original” and other

marked as “Duplicate”, both of which comprise the following documents:-

Tender Document:

i) Bid Security for an amount as specified in the Invitation for Bids (IFB).

ii) Power of Attorney

iii) Information as specified.

iv) Any other material / information required to be submitted in accordance with these

Instructions to Bidders (ITB).

The Tender Document shall be hard bound. Bid security shall be furnished in “Original” set

In case of any ambiguity the “Original” set of document shall prevail.

The bidder shall prepare and submit two copies of the bid in original and duplicate.

Ahmedabad Municipal Corporation

10.1 Unless stated otherwise in the bidding documents, the Contract shall be for the whole Works as

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

submitted by the bidder.

10.2 The bidder shall fill in percentage rate above or below and total amount (both in figures and

10.2 The bidder shall fill in percentage rate above or below and total amount (both in figures and

words) for overall items of the Works provided in the Bill of Quantities along with total bid price

derived after application of percentage above or below (both in figures and words). Items (for

which rate has been provided) against which no quantity is entered will be paid for by the

Employer on actual measurement onsite when executed.

Any corrections should be initialed.

All pages of the Bill of Quantities shall be initialed and stamped.

11. Bid Validity

11.1 Bids shall remain valid for a period of 120 days (one hundred twenty days) after the deadline date

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

for a shorter period.

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

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

and the responses there to shall be made in writing or by fax. A bidder may refuse the request

without forfeiting his bid security. A bidder agreeing to the request will not be required or

permitted to modify his bid but will be required to extend the validity of his Bid Security for the

period of the extension, and in compliance with Clause 14 in all respects.

12. Bid Security

12.1 The bidder shall furnish as part of its Bid, a Bid Security in the amount in the Invitation for Bid

(IFB) for particular work(s). The Bid Security shall be drawn in favor of MUNICIPAL

COMMISSIONER, Ahmedabad, and may be in one of the following forms:

a) Deposit-at-call Receipt from any Nationalized / Scheduled Bank approved by the Reserve Bank

of India (RBI).

b) Bank Guarantee from any Nationalized or RBI approved foreign bank having net worth of

more than Rs.500 crore of Indian operation and acceptable to Employer.

The format of Bank Guarantee shall be in accordance with the AMC requirement.

12.2 The Bid Security of the unsuccessful bidders, except for L1, L2 and L3 bidders will be returned as

promptly as possible.

12.3 The Bid Security of the successful bidder, along with second and third lowest tenders,

will be returned when the bidder has furnished the required performance security and signed the

12.4 The Bid Security may be forfeited

Ahmedabad Municipal Corporation

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

b) If the bidder does not accept the correction of his bid price.

c) In the case of a successful bidder, if the bidder fails within the specified time limit to

i) Furnish the required Performance Security ii) sign the Agreement.

13. Format and Signing of Bid

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

Instructions to Bidders.

13.2 The bid shall be typed or written in indelible ink and shall be signed by a person or

persons duly authorized to sign on behalf of the bidder.

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

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

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

C. Submission of Bids

14.1 The inner and outer envelopes shall

a) Be addressed to the Employer at the following address:

Assistant Manager (North West zone) , "North West Zone Office", Rajmata vijyaraje

Sindhiya bhavan, Nr. Atithi dining hall,Judjes bungalow road, Bodakdev, Ahmedabad.

b) Bear the following identification:

(c) Indicate the name and address of the bidder.

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

the misplacement or premature opening of the bid.

15. Deadline for Submission of Bids

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

date specified.

15.2 The Employer may, at his discretion, extend the deadline for submission of bids by issuing an

amendment, in which case all rights and obligations of the Employer and the bidders previously

subject to the original deadline will thereafter be subject to the deadline as extended.

Any bid received by the Employer after the deadline for submission of bids shall not be opened.

17. Modification and Withdrawal of Bids

17.1 The bidder may modify or withdraw his bid after bid submission, provided that written notice of

the modification to the Employer prior to the deadline for submission of bids receives withdrawal.

Ahmedabad Municipal Corporation

Any MODIFICATIONS in respect of tender document shall be submitted in separate sealed

envelope duly marked so.

17.2 The bidder's modification or withdrawal notice shall be prepared, sealed, marked and delivered

with the outer and inner envelopes additionally marked "MODIFICATIONS" or

"WITHDRAWAL" as appropriate.

17.3 No bid shall be allowed to modify by the bidder after the deadline for submission of bids.

17.4 Withdrawal of a bid during the interval between the deadline for submission of bids and the

expiration of the period of bid validity may result in the forfeiture of the Bid deposit.

D. Bid Opening and Evaluation

18 Opening of Tender (Bid)

18.1 The Employer will open the outer envelope of all the bids received for the package (except those

received late) containing the sealed Tender volume and announce the names of (i) bidders, (ii)

bidders who have submitted modification of Tender bids, and (iii) bidders who have given notice

for withdrawal of their bids in the presence of bidders or their representatives who choose to

attend on the date and time mentioned in the ITB. In the event of specified date of bid opening

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

location on the next working day.

18.2 Bids for which acceptable notice of withdrawal has been submitted pursuant to Clause mentioned

previously shall not be opened.

18.3 Bidders detail and Tender fee, E.M.D. shall be opened first. The Employer at the opening will

announce bidder’s names, ‘Modification of Tender’, the presence/or absence of Bid Security, the

amount and validity of Bid Security furnished with each bid, is valid registration and such other

details, as the Employer may consider appropriate.

18.4 The bidders or their representatives who are present shall sign attendance sheet evidencing their

18.5 The Employer shall prepare besides the record of bid opening, minutes of the Bid opening,

including the information disclosed to those present in accordance with Clause mentioned

19. Examination of Tender and Determination of Responsiveness of Tender

19.1 If the Bid Security furnished does not conform to the amount and validity period as specified in

the Invitation for Bid and has not been furnished in the form, the bid shall be rejected by the

Employer as non-responsive.

19.2 Subject to confirmation of the Bid Security by the issuing bank, the Tender volume accompanied

with valid Bid Security will be taken up for further evaluation. In case, the Bank does not

confirm the Bid Security, the bid shall be rejected as non-responsive and no further evaluation

Ahmedabad Municipal Corporation

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

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

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

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

and provides any clarification for ascertaining the correctness of the information/details that the

Employer may require.

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

not subsequently be made responsive by correction or modification or withdrawal of the non-

conforming deviation or reservation.

20. Opening of Tender

20.1 The Employer will open the Tender volume of those bidders whose document has been

determined to be substantially responsive in accordance and who have the required available bid

capacity, in presence of the bidders or their representatives who choose to attend on the date

intimated to such bidders. In the event of specified date of Tender volume opening being declared

a holiday for Employer, the ‘Tender volume’ shall be opened at the appointed time and location

on the next working day.

20.2 The names of the bidders whose Tender volume is found to be substantially responsive, the bid

prices, the total amount of each bid, any discount, ‘modifications of B.O.Q and such other details,

prices, the total amount of each bid, any discount, ‘modifications of B.O.Q and such other details,

as the Employer may consider appropriate will be announced by the Employer at the opening of

the Tender volume. Any bid price, which is not read out and recorded at the bid opening, will not

be taken into account in Bid Evaluation.

20.3 The bidders or their representatives who are present shall sign attendance sheet evidencing their

20.4 The Employer shall prepare besides the record of bid opening, minutes of the Tender volume

opening including the information disclosed.

21. Examination of Bids and Determination of Responsiveness of Bid

21.1 The Employer will determine responsiveness of each Tender volume with respect to filled

percentage above or below of total amount of Priced Bill of Quantities, Technical Specifications,

percentage above or below of total amount of Priced Bill of Quantities, Technical Specifications,

Drawings and other relevant requirement of bidding documents.

21.2 A substantially responsive Tender volume is one which conforms to all the terms, conditions and

specifications of the bidding documents, without material deviation or reservation. A material

deviation or reservation is one (i) which affects in any substantial way the scope, quality or

performance of the Works; (ii) which limits in any substantial way, inconsistent with the bidding

documents, the Employer's rights or the bidder's obligations under the Contract; or (iii) whose

rectification would affect unfairly the competitive position of other bidders presenting

substantially responsive Tender volume.

Ahmedabad Municipal Corporation

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

not subsequently be made responsive by correction or withdrawal of the non-conforming

deviation or reservation.

22. Correction of Errors

22.1 Tender volume determined to be substantially responsive will be checked by the Employer for any

arithmetic errors. Arithmetic errors will be rectified on the following basis:-

i) Where there is a discrepancy between the figures and words, for % and amount, the figure in

words will govern and

ii) Where there is discrepancy in total amount arrived by addition of percentage (above or below),

ii) Where there is discrepancy in total amount arrived by addition of percentage (above or below),

the amount arrived by addition percentage (above or below) as written in word shall govern.

22.2 The amount stated in the Form of Bid will be adjusted by the Employer in accordance with the

above procedure for the correction of errors and shall be considered as binding upon the bidder.

If the bidder does not accept the corrected amount of bid, his bid will be rejected, and his Bid

Security may be forfeited.

23. Evaluation and Comparison of Tender volume

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

substantially responsive in accordance with Clause 23 and qualified for award of Contract.

23.2 In evaluating the Tender volume, the Employer will determine for each Tender volume the

valuated Bid Price by adjusting the Bid Price as follows:-

a) Making any correction for errors;

b) Making appropriate adjustments to reflect any price modifications offered.

23.3 If the Bid of the successful Bidder is seriously unbalanced or extremely higher / lower in relation

to the Employer’s estimate of the cost of the items of the Works to be performed under the

Contract, the Employer may require the bidder to produce detailed price rate analysis for any or

all items of the Bill of Quantities, to demonstrate the internal consistency of those prices with the

construction methods and schedule proposed. In case, AMC finds rates extremely below

estimated SOR rate or Market Rate than Tender shall be rejected and second lowest tenderer may

be awarded the work.

23.4 A bid, which is unrealistically lower then estimate and which the bidder, could not substantiate

satisfactorily, may be rejected as non-responsive.

24 Clarification of Bids

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

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

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

cable/fax, but no change in the price or substance of the bid shall be sought, offered or permitted

Ahmedabad Municipal Corporation

except as required to confirm the correction of arithmetical errors discovered by the Employer in

the evaluation of the bids.

24.2 No bidders shall contact the AMC staff on any matter relating to his bid from the time of bid

opening to the time contract is awarded.

24.3 Any effort by the bidder to influence the the AMC staff in the bid evaluation, bid comparison or

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

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

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

persons not officially concerned with such process until the award to the successful bidder has

been announced. Any effort by a bidder to influence the Employer's processing of bids or award

decisions may result in the rejection of his bid.

F. Award of Contract

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

substantially responsive to the bidding documents and who has offered the lowest Evaluated Bid

Price provided that such bidder has been determined to be (i) eligible in accordance with the

provisions of previous Clauses and (ii) qualified in accordance with the provisions of previous

27. Employer's Right to accept any Bid and Reject any or all Bids

27.1 The Employer reserves the right to accept or reject any bid and to annul the bidding process and

reject all bids, at any time prior to award of Contract, without thereby incurring any liability to the

affected bidder or bidders or any obligation to inform the affected bidder or bidders of the

grounds for the Employer's action.

28. Notification of Award

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

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

accepted. This letter (hereinafter and in the Conditions of Contract called "the Letter of

Acceptance") shall name the sum which the AMC will pay the Contractor in consideration of the

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

Contract (hereinafter and in the Conditions of Contract termed "the Contract Price").

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

29. Signing of Agreement

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

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

on a date determined by the Employer for signing the Form of Agreement.

Ahmedabad Municipal Corporation

30. Performance Security

30.1 Within 10 (Ten) days of the date of receipt of the Letter of Acceptance, the successful bidder shall

deliver to the Employer, a Initial Performance Security in the form of a Bank Guarantee for an

amount equivalent to 5% (five percent) of the Contract Price plus additional security for

unbalanced bids in accordance with relevant Conditions of Contract.

30.2 The Performance Security to be provided by the successful bidder in the form of a bank guarantee

as per format shall be issued from any Nationalized / Scheduled bank.

31. Corrupt or Fraudulent Practices

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

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

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

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

determines that the firm has engaged in corrupt or fraudulent practices in competing for the

contract, or during execution.

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

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

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

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

the procurement process or in contract execution; and

ii) “fraudulent practice” means a misrepresentation of facts in order to influence a procurement

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

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

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

Seal and Signature of the Bidder Add. City Engineer

(New West Zone)

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Section II - CONDITIONS OF PARTICULAR APPLICATION

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

high quality work within the given time schedule.

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

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

will rest entirely on the Bidder.

3. All information has to be typed or hand written legibly. All pages of the Bid have to be Initialed

4. ALL INFORMATION HAS TO BE SUBMITTED IN THE PRESCRIBED FORMAT ONLY.

Projects for which incomplete information has been provided will not be considered for

evaluation. The Bidder may attach separate sheets if so required. However, the final bound

document submitted, has to be submitted in vertical A4 size (210 mm X 297 mm) except Vol. V.

5. The scope of work, project description mentioned in the document is indicative and is likely to

change during detail design. Project brief, along-with the schematic drawings and colored

photographs, is provided to assist the bidder in understanding the fundamental and specific

requirements of the project.

6. Conditional tenders will not be accepted.

7. AMC’s decision for selection or rejection of the offers shall be final and binding to all.

8. Bidder should provide information as mentioned in the prescribed forms.

Information other than that related to this work shall not be considered for evaluation.

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

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

for disqualification / rejection at any stage.

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

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

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

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

are conditional tenders, will be rejected.

13. Municipal Commissioner reserves the rights to reduce/ increase the scope of work and contract

without assigning any reason thereof.

14. DEFECTS: For completion of any work/ part thereof, contractor will be required to request in

writing, to get completion certificate from Additional City Engineer . Date of completion for start

of defect liability period will be considered as the date mentioned in the completion certificate.

Ahmedabad Municipal Corporation

The contractor shall be required to make good all the damages / defects identified and

conveyed to him, during the entire defect liability period. The method and time limit of

rectification will be decided by the Engineer in charge. If he fails to carry out rectification

as per the instructions, the same will be carried out at his cost and it shall be recovered from

the amount retained.

16. All the material and other test expenses shall be borne by the contractor. Contractor shall have to

provide vehicle and other communication facilities to visit plant and testing laboratory.

17. Contractor shall have to make his own arrangements for water and electricity for the purpose of

construction work at site at his own expense.

18. If the contractor fails to execute the said works within prescribed time limit, the said work will be

carried out at the risk and cost by other contractors with 20 % supervision charges as may be

decided by the Additional City Engineer.

19. Safety and Signage

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

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

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

marking on traffic signs to be provided so that it should be visible at night. During night working

hours safety in charge personnel shall be provided with florescent jackets.

The Contractor has to make all the necessary arrangements for making all the temporary

diversions for proper working at site including traffic signage, safety cones, traffic blinkers,

barricading tapes, red and green flags/lights etc for making easy smooth and safe conditions

for the traffic. The Contractor shall and must provide above at his own cost. If the

Contractor fails to comply this clause, Rs. 500/- per day shall be recovered from his bill.

20. Tax, Duties on Materials

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

govt.duties etc. on material procurement or any other component for the works from any source

shall be borne by the contractors.

21. Submission of project schedule:

Contractor has to submit the following documents along with the qualification data of the tender

failing in which shall lead to rejection of the tender.

Contractor shall submit the detailed Project schedule showing break up for the various tasks to be

performed in order of their occurrence during the project in Microsoft Project/Prima Vera format.

22 For Flakiness and Elongation Index norms adopted by AMC shall be made applicable.

Ahmedabad Municipal Corporation

23. For non-bituminous, bituminous and concrete works, the black trap aggregates of required size shall

be procured from quarry situated in Sevaliya / Timba region or equivalent. Prior approval of source/

material by Additional City Engineer shall be required.

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

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

from the contractor's outstanding.

25. As per St. Committee's resolution 0.5% testing charges shall be deducted from each R.A.

Bill and the amount of actual Testing charges shall be adjusted in the final bill.

26. Special Clause: As per construction works welfare cess Act – 1996 non-refundable one

percent of tender amount shall be deducted against works welfare cess.

Seal and Signature of the Bidder Add. City Engineer

(New West Zone)

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

FORM OF BID AND APPENDIX TO BID

(The Appendix forms part of the Bid. Bidders are required to fill up all the blanks in the form of Bid)

¾tblwk ltb:- W•th vrùbÍtullt atkœjtuzegt dtu<t ylu Dtxjtuzegt Jtuzo bt vçjef òswÁ vuNtc Ftlt ylu vu yuLz

gwm hevuhekd fhe yæg<l fhJtlw ftb (yu.yth.me. xuLzh)

Add.City Engineer (North West Zone)

"North West Zone, Zonal Office",

Rajmata vijyaraje Sindhiya bhavan,

Nr. Atithi dining hall,Judjes bungalow road,

Bodakdev, Ahmedabad.

1. Having examined the Conditions of Contract, Specifications, Bill of Quantities,

Drawings and Addenda No._______ for the execution of the above named works, we, the

undersigned, offer to execute and complete such works and remedy any defects therein in

conformity with the Conditions of Contract, Specifications, Bill of Quantities, Drawings and

Addenda for the sum of Rs_______________ (Rupees______________________

My/our offer works out as under:

Amount put to tender _________ Amount put to tender Rs. _______________

Net Amount Net Amount

2. We acknowledge that the Appendix to Bid forms part of our Bid.

3. We undertake, if our Bid is accepted, to commence the Works on Site within the period stated

in the Appendix to Bid hereto after receipt of an order of the Engineer’s notice to commence,

and to complete and deliver the sections and the whole of the Works comprised in the

Contract within the period stated in the Appendix to Bid hereto.

4. If our Bid is accepted, we will furnish Performance Security (ies) in the form of Bank

Guarantee(s) to be jointly and severally bound on us in accordance with the Conditions of

5. We agree to abide by this Bid for the period of one hundred and twenty (120) days after the

date of bid opening, and it shall remain binding upon us and may be accepted at any time

before the expiry of that period.

6. Unless and until a formal Agreement is prepared and executed, this Bid, together with your

written acceptance thereof, shall constitute a binding contract between us.

7. We understand that you are not bound to accept the lowest or any Bid you may receive.

Ahmedabad Municipal Corporation

8. All the partners of our Joint Venture are legally and severally bound by this Bid1.

9. Municipal Commissioner, Ahmedabad has right to reject any or all bids without giving any

Dated this ____________ day of _______________

in the capacity of __________________ duly authorised2 to sign Bid for and on behalf

Address (in block capitals)

1. To be deleted if the bidder is not a Joint Venture.

Certified copy of Power of Attorney/Authorization for signature shall be furnished by the Bidder in

accordance with Clause 20 of Instruction to Bidders (Section I).

Seal and Signature of the Bidder Add.City Engineer

(New West Zone)

Ahmedabad Municipal Corporation

SPECIFICATIONS OF MATERIALS – CIVIL

This section gives detail specifications for mainly used materials, for other materials refer Building

Specifications.

For materials relevant specification of Building Specification shall apply.

TECHNICAL SPECIFICATIONS

Name of work: W•th vrùbÍtullt atkœjtuzegt dtu<t ylu Dtxjtuzegt Jtuzo bt vçjef òswÁ vuNtc Ftlt ylu

vu yuLz gwm hevuhekd fhe yæg<l fhJtlw ftb (yu.yth.me. xuLzh)

GENERAL SPECIFICATIONS OF MATERIALS

1.1. Water shall not be salty or brackish and shall be clean, reasonably clear and free objectionable

quantities of silt and traces of oil and injurious alkalis, salts, organic matter and other deleterious

material which will either weaken the mortar or concrete or cause efflorescence or attack the steel in

R.C.C Container for transport, storage and handling of water shall be clean. Water shall conform to

the standards specified in I.S.456-1978.

1.2. If required by the Engineer-in-charge it shall be tested by comparison with distilled water.

Comparison shall be made by means of standard cement tests for soundness, time of setting and

mortar strength as specified in I.S.269-1976. Any indication of unsoundness, change in time of

setting by 30 minutes or more or decrease of more than 10 per cent in strength of mortar prepared

with water sample when compared with the results obtained with mortar prepared with distilled water

shall be sufficient cause for rejection of water under test.

1.3. Water for curing mortar, concrete or masonry should not be too acidic or too alkaline. It shall be

free of elements which significantly affect the hydration reaction or otherwise interfere with the

hardening of concrete during curing or those which produce objectionable stains or other unsightly

deposits on concrete or mortar surfaces.

1.4. Hard and bitter water shall not be used for curing.

1.5. Portable water will be generally found suitable for curing mortar or concrete.

2.1. Lime shall be hydraulic lime as per I.S. 712-1973. Necessary test shall be carried out as per I.S.

6932 (Parts I to X),

2.2. The following field tests for limes are to be carried out:

(1) A very rough idea can be formed about the type of lime by its visual examination i.e. fat lime

bears pure white colour, lime in form of porous lumps of dirty while colour indicates quick lime, and

solid lumps are the unburnt lime stone.

(2) Acid tests for determining the carbonate content in lime, Excessive amount of impurities and

rough determination of class of lime.

2.3. Storage shall comply with I.S. 712-1973. The slaked lime, if stored, shall be kept in a weather

proof and damp-proof shed with impervious floor and sides to protect it against rain, moisture,

weather and extraneous materials mixing with it. All lime that has been damaged in any way shall be

rejected and all rejected materials shall be removed from site of work.

2.4. Field testing shall be done according to I.S. 1624-1974 to show the acceptability of materials.

3.1 Cement shall be ordinary Portland slag cement as per I.S. 269-1976 or Portland slag cement as

M-4. White Cement :

4.1 The white cement shall conform to I.S. 80412-E

M-5. Coloured Cement:

5.1 Coloured cement shall be with white or gray Portland cement as specified in the item of the work.

Ahmedabad Municipal Corporation

5.2 The pigments used for coloured cement shall be of approved quality and shall not exceed 10% of

cement used in the Mix. The mixture of pigment shall be properly grounded to have a uniform colour

and shade. The pigments shall have such properties to provide for durability under exposure to

sunlight and weather.

5.3 The pigment shall have the property such that it is neither by the cement nor detrimental to it.

6.1. Sand shall be natural sand, clean, well graded, hard strong durable and gritty particle free from

injurious amounts of dust clay, kankar nodules, soft or flaky particles shale, alkali, salts organic

matter, loam, mica or another deleterious substance and shall be got approved from the Engineer-in-

The sand shall not contain more than 8 percent of silt as determined by field test. If necessary the

sand shall be washed to make it clean.

6.2. Coarse Sand : The fineness modulus of coarse sand shall not be less than 2.5 and shall not

exceed 3,0.The sieve analysis of coarse shall be as under:

I.S.Sieve Percentage by weight I.S.Sieve Percentage by weight

Designation Passing Sieve Designation Passing Sieve

6.3 Fine Sand:The fineness modulus shall not exceed 1.0. The sieve analysis of fine sand shall be as

I.S.Sieve Percentage by weight I.S.Sieve Percentage by weight

Designation Passing Sieve Designation Passing Sieve

M-7. Stone Dust :

7.1. This shall be obtained from crushing hard black trap or equivalent. It shall not contain more than

8% of silt as determined by field test with measuring cylinder. The method of determining silt

contents by field test is given as under :

7.2. A sample of stone dust to be tested shall be placed without drying in 200 mm. measuring

cylinder. The quantity of the sample shall be such that it fills the cylinder upto100 mm. mark. The

clean water shall be added upto 150 mm. mark. The mixture shall be stiffed vigorously and the

content allowed to settle for 3 hours.

7.3. The height of silt visible as settled layer above the stone dust shall be expressed as percentage of

the height of the stone dust below. The stone dust containing more than 8% silt shall be washed so as

lowering the silt content within the allowable limit.

7.4. The fineness modulus of stone dust shall not be less than 1.80.

M-8. Stone Grit:

8.1. Grit shall consist of crushed or broken stone and be hard strong, dense, durable, clean, of proper

gradation and free from skin or coating likely to prevent adhesion of mortar Grit shall generally be

cubical in shape and as far as possible flaky elongated pieces shall be avoided. It shall generally

comply with the provisions of I.S. 383-1970. Unless special stone of particular quarries is mentioned,

grit shall be obtained from the best black trap or equivalent hard stone as approved by the Engineer-