Regarding the work of Carrying out neccessary repairing renovation as required At Various Municipal Corporation Anganvadi Municipal School and other Location in Ghatlodia NWZ

Name of work: - ઉ ર પિ મ ઝોન ઘાટલોડ યા વોડમાં આવેલ ુદ ુદ િુ નિસપલ કોપ રશન હ તક

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting e-Tender

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

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

1 Name of work ઉ ર પિ મ ઝોન ઘાટલોડ યા વોડમાં આવેલ ુ દ ુ દ િુ નિસપલ કોપ રશન હ તક

2 Tender Amount Rs.9,99,906.33

(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.900.00

(Non refundable) (Demand Draft Pay orderin 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 “E2” 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.10,000.00(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.29-09-2026

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.28-09-2026 up to 18.00 hrs.

10 Opening of bid Technical Bid will be opened on line on Dt.30-09-2026 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

Ahmedabad Municipal Corporation

be charged by AMC.

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 tenderswill 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.CityEngineer(NWZ)

Date: Ahmedabad Municipal Corporation

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.

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

mbSlu s xuLzh ChJtLþk hnuNu. J^tht le ytRxb btk ftuLx[tfxhle btkdKe Bþsc CtJ b¤Nu lrn.

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

cuhefuxekd xuv, ÃjtMxef vèe, rJ. ftuLx[tfxhu jtJJtLþk ylu mtaJJtLþk hnuNu. ylu ftuEvK yfMbt<&Nu <tu <ule mkÃËKo

sJtc>the ftuLx[tfxhle hnuNu.

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

<ubtk mne juJtle hnuNu, <ubtk œhhtus ftb fh<t bswhtule mkÏgt, fhuj ftbdehe <&t yr^ftheytuyu ftb Mþ^thJt fu

«tud{um J^thJt ltuk^ fhuj ntug <tu <uLþk ftuBÃjtgLm ytvJtLþk hnuNu ytJe ltuk^ltk sJtc l &gu fu <u «btKu M&¤ Wvh

Ahmedabad Municipal Corporation

ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle m•tt yuze.mexe yuLSlegh©elu hnuNu <u ykdu ftuLx[tfxh ftuE Jtk^tu jE NfNu

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

åþfJJtle hnuNu.

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

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

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

btuctEj lkch mt&u (W•th vrµb Ítul)

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 48hours of tender

submission date and time. The tenderer who quotes the tenderwithout 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 priceCheque 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 Monthafter 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

bu.Bgwrl.frb§h©e, ybœtJtœ Bgwrl. ftuvtuhuNllt mhfgwjh lk.-81, <t.26.02.2015 bwsc <btb «fthle

fLmx[fNlle yufxeJexebtk bwÏg ftuLx[tfxh,mc ftuLx[tfxhlt su bswhtu ftbdehe fh<t ntug <u <btb bswhtulwk

dwsht< rcÕzekd yuLz y^h fLmx[fNl Jfombtk hSMx[uNl fhtJJwk VhSgt< Au.

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT- NORTH WEST ZONE.

ftb lwk ltb :- ઉ ર પિ મ ઝોન ઘાટલોડ યા વોડમાં આવેલ ુદ ુદ િુ નિસપલ કોપ રશન હ તક

Sr. Qty Items Rate Per Amount Rs.

1 10 Excavation for foundation up to1.5 m depth 201.81 Cmt

including sorting out and stacking of useful

materials and disposing of theexcavated stuff

upto 50 Meter lead.(A) Loose or soft soil

(EXECUTED WITH MANUAL LABOUR)

2 5 Excavation for foundation for depth from 1.5 m 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 MANUAL LABOUR)

3 5 Excavation for foundation for depth from 1.5 m 474.47 Cu.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 MANUAL LABOUR)

5 5 Excavation for foundation for depth from 1.5 m 270.83 Cu.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 10 Filling available excavated earth (excluding rock) 129.1 Cmt

in trenches, plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth

consolidation each deposited layer by ramming

6 2 Filling in plinth with sand underfloors 455.63 Cmt

including watering ramming, consolidating and

dressing etc. complete.

Ahmedabad Municipal Corporation

7 1 Filling in foundation and plinth with murrum or 286.2 Cmt

selected soil in layers of 20 cm. thickness

including watering, ramming and consolidating

8 1 Providing and laying cement concrete1:5:10 2492.5 Cmt

(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 1 Providing and laying cement concrete1:4:8 2653.7 Cmt

(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 2 Providing and laying cement concrete 1:3:6 (1- 2976 Cmt

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 1 Providing and laying cement concrete 1:3:6 (1- 4006.2 Cmt

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 10 ton)..

12 4 Providing and laying cement concrete work 1:2:4 3923.5 Cmt

(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 and Mass

13 1 Providing and laying cement concrete work 1:2:4 4012.5 Cmt

(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 (B)

Slabs, landing, shelves, Balconis , Lintels, Beams,

Girders and Cantilever upto floor two level.

Ahmedabad Municipal Corporation

14 2 Providing and laying cement concrete work 1:2:4 4012.5 Cmt

(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 two

15 0 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

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

16 1 Providing and laying in position Ready Mixed 3790.2 Cum

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

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 level 320 kg )

Ahmedabad Municipal Corporation

17 1.00 Providing and laying in position Ready Mixed 4793.1 Cum

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

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 level 400 kg )

18 1.00 Providing and laying controlled cement concrete 3977.9 Cu.M.

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings, Base

ofcolumns and Mass concrete

19 1.20 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 1.00 Providing and laying controlled cement concrete 4558.2 Cu.M.

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (D) Columns, Pillars posts and

struts upto floor two level.

21 1.00 Providing and laying controlled cement concrete 5418.9 Cu.M.

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (E) Staircases excluding landing

upto floor two level

22 1.00 Providing and laying controlled cement concrete 4702 Cu.M.

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (K) Vertical and Horizontial its

upto floor two level.

Ahmedabad Municipal Corporation

23 25 Brick work using common burnt clay building 3981.2 Cmt

brickshaving crushing strength not less than

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

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

24 10.00 Extra for brick work in superstructure above 272.25 Cmt

level upto floor two level (B) Conventional

25 5 Extra for brick work in superstructure above floor 39.79 Per

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

26 20 Half brick masonry in common brunt clay building 583.49 Smt

bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:5 ( 1- Cement :

coarse sand ) in foundation and Plinth

conventional brickwork (up to 10 ton)

27 5 Extra for half brick masonry in super structure 52.8 Smt

above plinth level upto floor two level (B)

28 10.00 Providing formwork of ordinary timber planking 171.68 Smt

soas to give a rough finish including centering

uttering strutting and propping etc. Height of

propping and centering below supporting floor to

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 concrete.

29 1.00 Providing formwork of ordinary timber planking 252 Smt

soas 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 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 200 mm in thickness.

30 2.00 Providing formwork of ordinary timber planking 270.9 Smt

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 removal of the

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 1.00 Providing and fixing 35 mm thick shutters for 3557.2 Smt

Doors, windows and clear story windows

anodised alluminium butt hinges with necessary

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

and partly glazed.

32 1.50 Providing and fixing 35 mm thick panelled ,glazed 3459.1 Smt

or panelled and glazed shutters, for

Doorswindows and clearstory windows including

anodisedalluminium But hinges with necessary

screws and indian teak wood shutters with. (A)

33 1 Providing and fixing 35 mm thick panelled ,glazed 3406.5 Smt

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 3 Providing and fixing 25 mm thick shutters for 3034.1 Smt

cupboards etc. including anodised alluminium

hinges with necessary screws. (A) Indian teak

wood. (i) Fully Panelled.

35 5 Providing and fixing 25 mm thick shutters for 2594.7 Smt

cupboards etc. including anodised alluminium

hinges with necessary screws. (A) Indian teak

(ii) Fully Glazed.

36 3 Providing and fixing plain asbestos cement sheet 224 Smt

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) (upto 10 ton)

37 2 Providing and fixing in partitions 4 mm thick 328 Smt

medium hard board of approved quality including

fixing to fames with screws etc complete with

mm x 12 mm teak wood beading (Frames to be

paid separately) (upto 10 ton)

Ahmedabad Municipal Corporation

38 3 25 mm thick wooden shelves supported on 40 1360 Smt

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

39 1 40 mm thick wooden shelves supported on 40 1810 Smt

x 40mm x 6 mm T or L iron brackets fixed at

suitable distances not exceeding 75cm. Apart

with Mango wood or equivalent quality.

40 5 Providing and fixing M.S. round or square bars 68.53 kg

with M.S. flats at required spacing in wooden

frames of windows and clerestory

windows.(upto10 ton)

41 15 Providing and fixing M.S. grills of required pattern 100.17 kg

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

42 3 Providing and fixing M.S. grills of required pattern 143.64 kg

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.

43 310 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

44 2 Providing and fixing glazed louvered glass 4102.5 Smt

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

Ahmedabad Municipal Corporation

45 2 Providing and fixing 35 mm thick shutters for 4595.1 Smt

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 0 Providing and fixing 35 mm thick shutters for 5285.5 Smt

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 1 Providing and fixing 35 mm thick shutters for 4940.3 Smt

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.

48 5 Providing and fixing 30 mm thick FACTORY MADE 1135 Smt

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

30 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 3 Providing and fixing in position collapsible steel 5391.2 Sq.M.

shutters with vertical channels 20 x 10 x 2 mm

braced with flat iron diagonal 20 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 &

Ahmedabad Municipal Corporation

50 1.5 Providing and fixing 1 mm thick M.S. sheet 3652.1 Sqm

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

51 2 Providing and fixing rolling shutters of approved 3468.7 Sqm

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

52 1 Providing and fixing rolling shutters of approved 4450.5 Smt

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. &

53 3 Providing & Fixing in position Alluminium doors 2900 Smt

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

Ahmedabad Municipal Corporation

54 1 Providing and fixing extruded aluminum window 2119.1 Sq. M.

having extruded aluminum Colour Powder

Coated section frame main outer size 127mm x

Kg/mt,horizontal Four track member size

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 18mm x 1.29mm @ wt.of 0.456Kg/mt,vertical

member of size 40mm x 18mm x 1.29mm @

wt.of 0.456Kg/mt,@ 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 1 Providing & Fixing in position Alluminium vents 1950 Sq. M.

with frame using approved anodised extruded

alluminium section as approved by Engg. In

charge.(Jindal alluminium) units equivalent

Approved Rate)Frame section of 63.50 x

mm. (wt. 0.68Kg/Rmt) incl. Providing & Installing

5 mmthick approved color Acrylic sheet of

standard quality etc. comp.

56 1 Providing and fixing standared extruded of 1163.9 Sq. M.

alluminium section of size 63 mmx38.10 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 1 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 Powder

Coated alluminium frame with 5 mm thick

transparent bronze colour tinted float glass as

details etc complete for Fix window.

58 1 Providing and laying 40 mm thick marble chips 515 Sqm

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)

Ahmedabad Municipal Corporation

59 2 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 15 Providing and laying white glazed tiles 6mm thick 908.17 Sq.M.

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

61 12 Providing and laying Ceramic tiles 6 mm thick in 960.47 Sq.M.

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)

62 15.00 Providing and laying Vitrified tiles 8 to 10 mm 1469.9 Sq.M.

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 40.00 Providing and laying Vitrified tiles 8 to 10 mm 1130.2 Sqm

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 10 ton)

64 12 Providing and laying Vitrified tiles 8 to 10 mm 1523.6 Sqm

thick, in skrting risers of steps and dedo on

mm thick cement plaster 1:3 (1-cement:3- coarse

sand) and jointed with white cement slurry (upto

65 20 P & L 24" x 24" vitrified 8 mm thick tile flooring 1261.6 Sq. M.

over 20 mm (average) base of cement mortar 1:6

(1 cement: 6 coarse sand) on new surface or

fixing on existing flooring by adhesive material

dismentaling of existing flooring and jointed with

color cement slurry including finised with flush

pointing & cleaning the surface etc. complete for

Ahmedabad Municipal Corporation

66 22 P & L 24" x 24" vitrified 8 mm thick tile flooring 1384 Sq. M.

over 20 mm (average) base of cement mortar 1:6

( 1 cement: 6 coarse sand) on new surface or

fixing on existing flooring by adhesive material

dismentaling of existing flooring and jointed with

color cement slurry including finised with flush

pointing & cleaning the surface etc. complete for

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

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.

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

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 thick

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

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) 30 mm thick (upto 10 ton)

70 5.00 Providing and laying polished kota stone slab 25 1176 Sq.M.

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 2 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 0 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 5 Providing and fixing pre-cast concrete kerb 358.06 Rmt

stone of gray cement based concrete block 30 cm

length, 30 cm height and 15 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 0 Providing and fixing pre-cast Rubber Dye / steel 680.1 Smt

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. Complete.

75 25.00 Providing and laying broken china mosaic 739.89 Sqm

flooring for terrace using 12 mm to 20 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 10 Providing and laying coloured glazed tiles of 1427 Sqm

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:

coarse sand) & jointed with white cement slurry.

77 55 Providing corrugated G.I. sheet of class-3 roofing 719.93 Sqm

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

78 5 Providing ridges or hips 600 mm over allin plain 635.58 Sqm

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

nuts 8 mm dia G.I. Limpet and bitumen washer

79 2 Providing and fixing 150 mm wide 450 mm over 555.71 Sqm

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

Ahmedabad Municipal Corporation

80 0 Providing and fixing on wall face C.I. Rain water 283.62 Rmt

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.

81 200.00 Providing 15 mm thick cement plaster in single 174.83 Sqm

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 30 20mm thick sand faced cement plaster on walls 297.68 Sqm

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 50 Colour washing with lime on wall surface (two 12.29 Sqm

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.

84 100.00 Removing dry or oil bound distemper by 11.19 Sqm

a washing and scraping and sand papering the

wall surface smooth including necessary repairs

to scratches complete.

85 75.00 Distempering with dry distemper of approved 46.94 Sqm

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 30 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

87 10 Extra Coat for Above Item over above for 30.09 Sqm

every subsequent coat of approved brand and

Ahmedabad Municipal Corporation

88 85 Wall painting (two coats) with plastic emulsion 78.44 Sqm

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 50 Extra over item for every sub sequent coat of wall 33.39 Sqm

painting with plastic emulsion paint of approved

90 50 Extra over item for painting with plastic emulsion 5.36 smt

paint of approved brand on ceilings and sloping

91 20 Applying priming coat over new steel and other 34.34 Sqm

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

92 30 Painting two coats (excluding priming coat) on 86.94 Sqm

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 20 Painting one coats (excluding priming coat) on 54.35 Sqm

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 12 Extra over item for every sub sequent coat of 50.4 Sqm

95 25 Painting two coats (excluding priming coat) 64.66 Sqm

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 50 Painting one coats (excluding priming coat) on 43.79 Sqm

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.

Ahmedabad Municipal Corporation

97 10 Extra over Above item for every sub sequent 43.47 Sqm

98 10 Painting two coats (excluding priming coat) on 20.16 Sqm

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 5 Painting two coats (excluding priming coat) on 25.05 Sqm

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 dia)

100 2 Appliying priming coat over new wood and wood 40.17 Sqm

based surface after and including preparing the

surface by throughly cleaning oil, grease, dirt and

other foreign matter, sand papering and knotting.

(B) Ready mixed paint brushing wood primier

101 3 Appliying priming coat over new wood and wood 40.17 Sqm

based surface after and including preparing the

surface by throughly cleaning oil, grease, dirt and

other foreign matter, sand papering and knotting.

(C) Ready mixed paint brushing priming for

102 2 Extra over item 59 for every subsequent coat of 36.39 Sqm

priming coat. (B) Ready mixed paint brushing

wood primier pink.

103 1 Extra over item 59 for every subsequent coat of 36.39 Sqm

priming coat. (C) Ready mixed paint brushing

priming for enamel

104 10 Painting two coats (excluding priming coat) on 87.11 Sqm

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

105 75 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

Ahmedabad Municipal Corporation

106 40.00 Applying two coats of Birla (white cement based) 40.19 Sqm

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 with 3.15 per

black japan paint (stops, comas, hyphens and letter

the like not to be measured and paid for per

separately) (i) Block (Letters/Figures) (Per 10 Cm/Ht

Letter pet CM.HT)

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 with black 3.47 per

japan paint (stops,comas, hyphens and the like letter

not to be measured and paid for separately) (ii) per

Indian (Letters/Figures) Cm/Ht

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

instead of black japan paint. (ii) Indian letter

(Letters/Figures) perCm

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

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 on 12.14 Rmt

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 width

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

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

Ahmedabad Municipal Corporation

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

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 width

115 1 Demolition including stacking of serviceable 1047.4 Cu.M.

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

116 3 Demolition of Brick work and stone masonry 544.95 Cu.M.

including stacking of serviceable materil as and

disposalof unserviceable materials with all lead

and lift.(ii) In Cement Mortar.

117 20 Dismentaling tiled of stone floors laid in mortar 47.25 Sqm

including stacking of serviceable materil as and

disposal of unserviceable materials with all lead

118 5 Dismentaling of sheet roofing including ridges, 47.25 Sqm

Hips, Valleys, Gutters etc. stacking of serviceable

materil as and disposal of unserviceable

materials with all lead and lift.(i) G.I.sheet

119 5 Dismentling steel work including distempering 3.63 Kg.

and stacking the materials with all lead and lift.

120 2 Dismentling doors, windows, ventilators etc. 185.85 Each

(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 3 Dismentling doors, windows, ventilators etc. 248.85 Each

(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.

Ahmedabad Municipal Corporation

122 20 Dismentling barbed wire in fencing including 66.15 Rmt

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 lift.

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

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 basin . 401.63 Each

W.C. pan Indian and Europe an type, flushing

tank etc. including stacking the materials with all

125 20 Scraping oil paint from steel and other metal 48.83 Smt

surface and making the surface even (with

Hand Scraping.)

126 10 Removing and scraping of old deteriorated 19.38 Smt

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 lead and lift

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

size as specified in existing R.C.C. slab including

cutting chase and making good.

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

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

Ahmedabad Municipal Corporation

130 3 Providing and fixing of Ridge flashing for roof 688.28 Sqm

panel shall be made out of 0.5 mm thick pre

coated GI sheet. The Pre coatedsheet shall be

of minimum 240 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

131 20 Providing and fixing 1.20 Metre high fencing 385.4 Rmt

with 2.0 Metre long M.S. Angle posts 40 mm x

mm x 6 mm and oil painting 3 coats fixed at

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.

132 15 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 level. (N.S.)

133 2 Constructing a sink (chowkedi) with C.C. 1:2:4, 2235.7 Rmt

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 etc.complete.

134 1 Constructing a cooking platform 60 cm. width 933.98 Rmt

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) 8 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

Ahmedabad Municipal Corporation

135 15 Carring out timber treatment to all wood work 54.98 Smt

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

136 3 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 0.50 percentis

recommended one litre chemical emulsion dillute

with 39 liter of water will give. Total dillute

concrentration will be 40 litre inclusive of one

litre chemical emulsion appication 0.5 Litre

chemical / Sqm of surface is recommended as per

137 10 Carring out plinth treatment to post construction 104.9 Smt

/ 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 control 37.34 Smt

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

Ahmedabad Municipal Corporation

139 1000 Providing erecting and fixing double coated ISI 3.91 Litre

water tank of required capacity each with all

necessary fittings and connection etc. complete

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

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 1 (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

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

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

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

1 (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 trap of 600.08 Each

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 Pan 926.1 Each

(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 2 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

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

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 white colour

149 2 Providing and fixing wash basin with single hole 1400.2 Each

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

mm size.(i) In white colour.

Ahmedabad Municipal Corporation

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

brackets, painted white including cutting holes in

walls and making good the same but excluding

fittings. © Vitreous China Sink. (i) 600 mm x

mmx 150 mm size

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

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

152 1 Providing and fixing chromium plated brass half 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 comlete 597.22 Each

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 shelf 561.03 Each

with C.P. brass bracket and guard rail complete

mixed to wooden plug with C.P. brass screws.

155 2 Providing and fixing toilet paper holder. (A) 414.53 Each

156 5 Providing and fixing screw down bib taps of 184.98 Each

following size.(A) Brass screw down bib tap

bright. (i) 15mm dia.

157 3 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 screws

down Bib Tap. (i) 15mm dia.

159 2 Providing and fixing screw down bib taps of 212.68 Each

following size.(B) Brass chromium plated screws

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 bib tap.

Ahmedabad Municipal Corporation

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

following size.(C) Gun metal screw down bib tap.

162 2 Providing and fixing pillar tap, capstan head, 305.67 Each

down high pressure with screws, shanks and back

nuts. (i) 15mm dia

163 3 Providing and fixing pillar tap, capstan head, 351.18 Each

down high pressure with screws, shanks and back

nuts. (ii) 20mm dia.

164 2 Providing and fixing Gun metal check or non- Each

return fullway wheel valve.

165 3 Providing and fixing Gun metal check or non- 184.98 Each

fullway wheel valve.(A) 15mm dia.

166 3 Providing and fixing Gun metal check or non- 201.8 Each

fullway wheel valve.(B) 20mm dia.

167 3 Providing and fixing Gun metal check or non- 416.47 Each

return fullway wheel valve.(C) 25mm dia.

168 1 Providing and fixing Gun metal check or non- 311.61 Each

returnfullway wheel valve.(D) 32mm dia.

169 2 Providing and fixing Gun metal check or non- 656.86 Each

returnfullway wheel valve.(E) 40mm dia.

170 2 Providing and fixing chromium plated brass

half trun flush cock of approved quality including

fixing in pipe line etc. complete.

171 2 Providing and fixing chromium plated brass half 252.26 Each

trun flush cock of approved quality including

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

172 2 Providing and fixing chromium plated brass half 261.16 Each

trun flush cock of approved quality including

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

173 2 0 Providing and fixing chromium plated brass half 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 430mm x 260mm

Ahmedabad Municipal Corporation

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

176 2 Providing and fixing chromium plated, bottle 292.87 Each

trap with necessary couplings of approved quality

for wash basin.

177 2 Providing and fixing ball cock ofapproved quality 131.57 Each

as directed. (A) Copper Metal (i) 25mm dia.

178 1 Providing and fixing ball cock of approved quality 101.89 Each

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

179 20 Providing laying and jointing in true line and level 71.93 Rmt

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 20 Providing laying and jointing in true line and level 90.93 Rmt

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 materials.

181 5 Providing laying and jointing in true line and level 117.97 Rmt

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 materials.

Ahmedabad Municipal Corporation

182 5 Providing laying and jointing in true line and level 146.65 Rmt

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 materials.

183 3 Providing laying and jointing in true line and level 193.73 Rmt

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 materials.

184 10 Providing in line level plumb, fabricating and 390 Rmt

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

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 compound wall.

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

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 necessary 400 Rmt

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

Ahmedabad Municipal Corporation

187 1 Providing & Supplying JCB Machine on rental 600 Hrs.

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

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

Approved make to wooden / Aluminium Doors as

per direction of engg. In charge.

189 2 Providing and fixiing M.S. Fan clamps type 1 of 16 124.74 No.

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 40 Providing cement vata (10cm. x 10 cm. size) 23.45 Rmt

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

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

or submarcible water pumps withmotor and

required cable and switch board of approved

brand and make etc.comp.as directed.

192 350 Providing TMT Bar FE 415 reinforcement for 66.59 Kg.

work including bending, binding and placing in

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 2 Providing and laying polished granite stone slab 2690 Smt

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

Ahmedabad Municipal Corporation

195 12 P/M/F chainlink jali 8'x4' size as per details sketch 1230 Rmt

& 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)

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

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 20 Providing and Laying of Rubber Moulded Paver 501.6 Smt

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 20 Labour work for fixing interlocking blocks / any 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.

200 2 Provdg. & laying S.W. Gully trap with brick 1279.4 No.

masonry chamber & water tight G.T.Stone

including fixing of covervSquare mouth trap

mm x100 mm size P-Trap

Ahmedabad Municipal Corporation

201 2 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)

202 2 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)

203 1 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.

204 0 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 10 Providing, supplying and fixing precast C.C. blocks 219 Rmt.

(M-20) edge kerb having size of 75 x 300 x

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.

Ahmedabad Municipal Corporation

206 2 Providing and fixing PVC Printed pain colour false 766 Smt

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 1 (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

207 5 Providing and supplying of labour for 551 No

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 Mazdoor

A 8 Mukadam/supervisior/karigar 425 No

B 2 Fitter/Plumber/Mason 697 No

C 2 WELDER/ Gas cutter at Day /night 689 No

208 3 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 complete.

209 2 0.30 meter & above (By any type of Breaker 350 SMT

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

of operator, fuel, & transportation etc complete.

210 1 CatchPit Jali Fixing P/F FRC catch pit jali with 1383.9 No.

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 2 15 MM DIA 165.21 Rmt

B 2 20 MM DIA 202.97 Rmt

C 1 25 MM DIA 247.25 Rmt

D 1 32 MM DIA 330.36 Rmt

E 1 40 MM DIA 437.66 Rmt

F 1 50 MM DIA 647.3 Rmt

Ahmedabad Municipal Corporation

212 1 Supplying and fixing C.I. cover 300mm x 300mm 491.8 Each

without frame for Gulley trap (Standard pattern)

te weight of cover to be not less 4.53 Kg.)

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 2 Providing and fixing sheet glass, selected quality 1176.1 Smt

(Type-C) bedded in putty and fixed with

teakwood and necessary cutting of glass. (2)

215 2 Providing and fixing rough cast wired glass, 6mm 559.26 Smt

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 - figured glass

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 2023-23)NP3

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 2022-23)

4 100 mm 113 Rmt

2 150 mm 163 Rmt

Ahmedabad Municipal Corporation

2 200 mm 252 Rmt

2 230 mm 299 Rmt

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.

1 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 2533 No

to 0.90meter for pipe dia <=150 mm.

1 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 3219 No

to 0.90meter for pipe dia <=20 mm.

1 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 4374 No

to 1.20 meter for pipe dia <=20 mm

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 15 C.M. c/c

bothway 10 mm dia.)But Excluding The Cost Of

Manhole Seat Cover Etc..Completed Of Size

X 1.00 Meter (Inside Clear, M.H. length should be

parallel to the flow) (Based on Drainage SOR

0 1.00 to 2.00 meter depth, (Slab at Ground level) 6330 No

(for pipe dia <=230 mm)

Ahmedabad Municipal Corporation

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.

1 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)

1 150 mm to 300 mm dia. 1270 No

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

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

1 (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 3 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

226 1 Lettering and lettering charges and printing 2000 No.

Muni.corporation symbol with help or skilled

artist including colour costst.

227 1 Prismatic grade reflective sheeting with super 3600 Smt.

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 type XI

228 2 Extra for providing and mixing water proofing 48.67 per

material in Cement concrete in mix proportion Quinta

recommended by the manufacturers. l

Ahmedabad Municipal Corporation

229 4 Non reflective solar contact film for fixing on 402.54 Sq.mt.

230 4.00 Rapairing Of Door & Window (Wood).It Also 150.00 No.

Including Labour Charges For Erection And

Fixing Door Shutter & Frame Etc.And

Necessary Repair As Per Site Condition.(N.S.)

231 8.00 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 1.00 Supplying electric breaker machine for RCC slab 1071.4 PER

or asphalt demolishing work on site by using 2 SHIFT

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.

Seal and Signature of the Bidder Add. City Engineer

(North West Zone)

Ahmedabad Municipal Corporation

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 ઉ ર પિ મ ઝોન ઘાટલોડ યા વોડમાં આવેલ ુદ Rs.9,99,906.33 Rs.10,000.00 12 Months

 Tender (a complete set of bidding document) fee shall be Rs. 900/- 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.

 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 :- ઉ ર પિ મ ઝોન ઘાટલોડ યા વોડમાં આવેલ ુદ ુદ િુ નિસપલ કોપ રશન હ તક

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

Ahmedabad Municipal Corporation

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

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.

Ahmedabad Municipal Corporation

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

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.

Ahmedabad Municipal Corporation

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

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.

Ahmedabad Municipal Corporation

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.

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.

Ahmedabad Municipal Corporation

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

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

Ahmedabad Municipal Corporation

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.

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

Ahmedabad Municipal Corporation

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

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.

Ahmedabad Municipal Corporation

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.

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)

ftblwk ltb:- ઉ ર પિ મ ઝોન ઘાટલોડ યા વોડમાં આવેલ ુદ ુદ િુ નિસપલ કોપ રશન હ તક

કામ. (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.

Ahmedabad Municipal Corporation

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.

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: ઉ ર પિ મ ઝોન ઘાટલોડ યા વોડમાં આવેલ ુદ ુદ િુ નિસપલ કોપ રશન હ તક

(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

Ahmedabad Municipal Corporation

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.

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-

The grit shall have no deleterious reaction with cement.

8.2. The grit shall conform to the following gradation as per sieve analysis:

Ahmedabad Municipal Corporation

I.S.Sieve Percentage by weight I.S.Sieve Percentage by weight

Designation through Sieve Designation through Sieve

8.3. The crushing strength of grit will be such as to allow the concrete in which it is used to used to

built up the specified strength of concrete.

8.4. The necessary tests for grit shall carried out as per the requirements of I.S.2386(Parts I to VII)

1963, as per instructions of the Engineer-in-charge. The necessity of test will be decided by the

Engineer-incharge.

The necessity of test will be decided by the Engineer-in-charge.

9.1 Cinder is well burnt furnace residue, which has been fused or sintered into lumps of varying

9.2 Cinder aggregates shall be well burnt furnace residue obtained from furnace using coal fuel only.

it shall be sound clean free from clay, dirt ash or other deleterious matter.

9.3 The average grading for cinder aggregates shall be as mentioned below :

I.S.Sieve Designation

Percentage passing I.S.Sieve

Percentage passing

M-10. Lime Mortar :

10.1. Lime shall confirm to specification M-2 Water shall conform to specification M-1.

Sand: Sand Shall conform to specification M-6.

10.2. Proportion of Mix : 10.2.1. Mortar shall consist of such proportions of slaked lime and sand as

may be specified in the item. The slaked lime and sand be measured by volume.

10.3. Preparation of Mortar :

10.3.1. Lime mortar shall be prepared by wet process as per I.S. 1625-1971. Power driven mill shall

be used for preparation of lime mortar. The slaked lime shall be placed in the mill in an even layer

and ground for the 180 revolutions with a sufficient water. Water shall be added as required during

grinding (care being taken not to add more water) that will bring the mixed material to a consistency

of stiff paste. Thoroughly wetted sand shall then be added evenly and the mixture ground for another

180 revolutions.

10.4. Storage : 10.4.1 Mortar shall always be kept damp, protected form sum and rain till used up

covering it by tarpaulin or open sheds.

10.5. Use : 10.5.1 All mortar shall be used as soon as possible after grinding it should be used on the

day on which it is prepared. But in no case mortar made earlier than 36 hours shall be permitted for

M-11. Cement Mortar:

11.1 Water shall conform to specification M –1. Cement : Cement shall conform to specification M-

Sand: Sand shall conform to M-6

11.2 Preparation of Mix :11.2.1 Cement and shall be mixed to specified proportion, sand being

measured by measuring boxes. The proportion of cement will be by volume on the basic of 50 kg /

Bag of cement being equal to 0.0342 Cu.m. The mortar may be hand mixed or machine mixed as

11.3 Preparation of mortar : 11.3.1 In hand mixed mortar cement and sand in the specified

proportions shall be thoroughly mixed dry on a clean impervious platform by turning over at least

times or more till a homogenous mixture of uniform colour is obtained., Mixing platform shall be so

arranged that no delirious extraneous material shall get mixed with mortar or mortar shall be

Ahmedabad Municipal Corporation

gradually added and thoroughly mixed to form a stiff plastic mass of uniform colour so that each

particle of sand shall be completely covered with a film of wet cement. The water cement ratio shall

be adopted as directed.

11.3.1 The mortar so prepared shall be used within 30 minutes of adding water Only such quantity of

mortar shall be prepared as can be used within 30 minutes.

M-12 Stone Coarse Aggregate For nominal Mix Concrete :

12.1 Coarse aggregate shall be machine crushed stone of black trap or equivalent and be hard, strong

m dense, durable clean and free form skin and coating likely to prevent proper adhesion for mortar.

12.2 The aggregate shall generally be cubical in shape. Unless special stones of particular quarries

are mentioned aggregates shall be machine crushed from the best black trap or equivalent hard stone

as approved. Aggregate shall have no deleterious reaction with cement. The size of the coarse

aggregate for plain cement concrete and ordinary reinforced cement concrete shall generally be as per

the tablegiven below. However in case of reinforced cement concrete the maximum limit may be

restricted to 6 mm. less than the minimum lateral clear distance between bars or 6 mm. less than the

cover,Whichever is smaller.

l.s.sieve percentage passing for single sized aggregates of nominal size I.S.Sieve

Percentage passing for single

aggregates of Nominal size

NOTE: This percentage may be carried some what by Engineer-in-charge when considered

necessary for obtaining better density and strength of concrete.

12.3. The grading test shall be taken in the beginning and at the change of source of materials. The

necessary test indicated in I.S. 383-1970 and I.S. 456-1978 shall have to be carried out to ensure the

The aggregates shall be stores separately and handled in such a manner as to prevent the intermixing

of different aggregates. If the aggregates. are covered with dust, they shall be washed with water to

make them clean.

M-13. Black Trap or Equivalent Hard Stone Coarse :

13.1 Aggregate For Design Mix Concrete :Coarse aggregate shall be of machine crushed stone of

black trap or equivalent hard stone and be hard strong dense, durable clean and free skin and coating

likely to prevent proper adhesion of mortar.

13.2 The aggregates shall generally be cubical in shape. Unless special stones of particular quarries

are mentioned, aggregates shall be machine crushed from the best, black trap or equivalent hard

stones as approved. Aggregate shall have no deleterious reaction with cement.

13.3 The necessary tests indicated in I.S. 383-1970 and I.S. 456-1978 shall have to be carried out to

ensure the acceptability of the material.

13.4 If aggregate is covered with dust it shall be washed with water to make it clean.

M-14. Brick Bats Aggregate :

14.1 Brick bat aggregate shall be broken from well burnt or slightly over burnt and dies brick. It shall

be homogeneous in texture roughly cubical shape, clean and free from dirt of any other foreign

The brick bats shall be of 40 mm. to 50 mm. size unless otherwise specified in the item. The unburnt

or over burnt brick bats shall not be allowed.

14.2 The brick bats shall be measured by volume by suitable boxes or as directed.

Ahmedabad Municipal Corporation

15.1 The bricks shall be hand or machine moulded and made from suitable soils and kiln-burnt. They

shall be free from crack and nodules of free lime. They shall have smooth rectangular faces with

sharp corers and shall be of uniform colour.

The bricks shall be moulded with a frog of 100 mm. X 40 mm. and 10 mm. to 20 mm. deep on one of

its flat sides. The bricks shall not break when thrown on the ground from a height of 600 mm.

15.2 The size of modular bricks shall be 190 mm. X 90 mm. X 90 mm.

15.3 The size of the conventional bricks shall be as under : (9”x438 ” x 234 ”)225 x 110 x 75 mm.

15.4 Only bricks of one standard size shall be used on one work. The following tolerances shall be

permitted in the conventional size adopted in a particular work.

Length : 1.8 (3.0 mm.) Width : 1/6 “ (1.51 mm.) Height : 1/6” 1.50 mm.)

15.5 The crushing strength of the bricks shall not be less than 35 Kg./Sq.Cm. The average water

abscriptics shall not be more than 20 prevent by weight. Necessary tests for crushing strength and

water absorption etc. shall be carried out as per I.S. .3493 (Part-I to IV)

16.1 The stone shall be of the specified variety such as Granite/Trap Stone. Quartzite or any other

type of good hard stones. The stones shall be obtained only from the approved quarry and shall be

hard, sound, durable and free from defects like cavities, cracks, sand holes, flaws, injurious veins,

patches of loose or soft materials etc. and weathered portions and other structural defects or

imperfections tending to affect their soundness and strength. The stone with round surface shall not

be used. The percentage of water absorption shall not be more that 5% of dry weight, When tested in

accordance with I.S. 1134-1974. The minimum crushing strength of the stone shall be 200 kg./Sq.

Cm. unless otherwise specified.

16.2 The samples of the stone to be used shall be got approved before the work is started.

16.3 The Khanki facing stone shall be dressed by chisel as specified in the item for khanki facing in

required shape and size. The face of stone shall be so dressed that the bushing on the exposed ace

shall not project by more than 40 mm. from the general wall surface and on face to be plastered it

shall not project by more than 19 mm. nor shall it have depressions more than 10 mm. from the

average wall surface.

M-17. Laterite Stone :

17.1 Laterite stone shall be obtained from the approved quarry. It shall be compacted in texture,

sound, durable and free from soft patches. It shall have a minimum crushing strength of 100 K.G/S.q.

Cm. in its dry condition. It shall not absorb water more than 20% of its own weight, When immersed

for 24 hours in water. After quarrying the stone shall be allowed to weather for some time before

17.2 The stone shall be dressed into regular rectangular blocks so that all faces are free from

waviness and unevenness, edges true and square.

17.3 Those types of stone in which white clay occur, should not be used.

17.4 special corner stones shall be provided where so directed.

M-18. Mild Steel Bars :

18.1 Mild steel bars reinforcement for R.C.C work shall conform to I.S. 432(Part-II) 1966 and shall

be tested quality. It shall also comply with relevant part of I.S. 456-1978.

18.2 All the reinforcement shall be clean and free from dirt, paint, grease, mile scale or loose or thick

rust at the time of placing.

18.3 For the purpose of payment, the bar shall be measured correct upto 100 mm. length and weight

payable worked out at the rate specified below :

1. 6mm. x 0.22 Kg./Rmt 8. 20mm. 2.47 Kg./Rmt

2. 8mm. x 0.39 Kg./Rmt. 9. 22mm. 2.98 Kg./Rmt

3. 10mm x 0.62 Kg./Rmt 10. 25mm. 3.85 Kg./Rmt

4. 12mm x 0.89 Kg./Rmt 11. 28mm. 4.83 Kg./Rmt

5. 14mm x 1.21 Kg./Rmt 12. 32mm. 6.31 Kg./Rmt

Ahmedabad Municipal Corporation

6. 16mm x 1.58 Kg./Rmt 13. 36mm. 7.99 Kg./Rmt

7. 18mm x 3.00 Kg./Rmt 14. 40mm 9.86 Kg./Rmt.

M-19. High yield Strength Steel Deformed Bars :

19.1 High yield strength steel deformed bars are either cold twisted or hot rolled, shall conform to

I.S. 1739-1966 and I.S.1139-1966 respectively.

19.2 Other provision and requirements shall conform to specification NO. M-18 for Mild steel bars.

M-20. High Tensile Steel Wire:

20.1 The high tensile wires for the use in prestressed concrete work shall conform to I.S. 2090-1962.

20.2 The tensile strength of the high tensile steel bars shall be as specified in the item. In absence of

the given strength, the minimum strength shall be taken as per para 6.1 of I.S. 1785-1962. Testing

shall be done as per I.S. requirements.

20.3 The high tensile steel shall be free from loose mill scale, rust oil, grease, or any other harmful

matter, Cleaning of steel bars may be carried out by immersion in solvent solution, wire brushing or

passing through a pressure box containing carborundum.

20.4 The high tensile wire shall be obtained from manufactures in coil having diameter not less than

350 times the diameter of wire itself so that wire springs back straight back straight on being

M-21. Mild Steel Binding Wire :

21.1. The mild steel wire shall be of 1.63 mm or 1.22 mm. (16 or 18 gauge) diameter and shall

conform to I.S. 280-197.

21.2. The use of black wire be permitted for binding reinforcement bars. It shall be free from rust, Oil

paint, grease, looser mile scale or any other undesirable coating which may prevent adhesion of

M-22. Structural Steel :

22.1. All structural steel shall conform to I.S. 226-1965. The steel shall be free from the defects

mentioned in I.S. 226-1975 and shall have a smooth finish. The material shall have a smooth finish.

The material shall be free from loose mile scale, rust pits or other defects affecting the strength and

durability. Rivet bars shall conform to I.S. 1148-1973.

22.2. When the steel is supplied by the Contractor test certificates of the manufactures shall be

obtained according to I.S. 226-1975 and other relevant Indian Standards.

M-23. Galvanised Iron Sheets :

23.1 The galvanised iron sheets shall be plain or corrugated sheets of specified in item. The G.I.

sheets shall conform it I.S. 217-1977. The sheets shall be undamaged in carriage and handling either

by rubbing off of zinc coating or otherwise they shall have clean and bright surface and shall be as

directed as per site condition.

23.2 The length and width of G.I. sheet shall be as directed as per site condition.

M-23 (A) G.I Valleys gutter ridges :

23.A.1. The G.I.ridges and hips shall be of plain galvanised sheets class-3 of the thickness as

specified in item.

These shall be 600 mm. in width and properly bent up to shape without damage to the sheets in

process of bending.

23.A.2. Valleys gutters and flashings shall also be galvanised sheet of thickness as specified in item.

Valleys shall be 900 mm. Wide overall and flashing shall be 380 mm. wide overall. They shall be

bent to the required shape without damage to the sheet in the process of bending.

M-24. Asbestos Cement Sheets :

24.1. Asbestos cement sheets plain, corrugated or semi corrugated shall conform to I.S. 459-1970.

24.2. Ridges & Hips :

24.2.1 Ridges and hips shall be same thickness at that of A.C.sheets. The types of ridges suitable for