Supplying G.S.B, Wet mix and laying and Labor work for laying hot mix material for Patch work at motera stadium road, rathi to vishat circle road and service road, mahakali chali road,avni bunglows road, IPL ground road, and other road in Sabarmati Ward of West zone.

1. Name of Work :- v i sh a t c i rc le ro ad a nd s e rv i ce r o a d

m ah a ka li c ha li r oad ,av n i bu n gl o w s r oa d,

IP L gr o un d r o ad , and oth er ro a d i n

S ab ar m a ti W a rd of W es t zon e .

2. Tender Estimated Cost :- Rs.

1% of the Tender Cost in the form of D.D./Pay

3. Earnest Money :- Order / Local Micr Check/B.G only (Rs.

4 Tender Fee Rs : Demand Draft of Rs.

6. Time-Limit : 12 months

7. Validity Period : 120 Days

8. (i) Last Date of Submission of :

(ii) Mode of Sending : a) In Sealed cover in duplicate copies by

Registered Post A.D, or by Courier.or hand

b) Tender sent by ordinary post will be rejected

(iii) Description essential to be : a) Name of work, Tender Notice No. & Tender

made on sealed cover No.

b) Date of receiving tender by Corporations.

(iv) Mode of quoting rates in :

Schedule of Quantities and In Figures as well as in words.

9. Date of Opening : Dt. 01.05.2026 , 3:00 PM

10 Place of Submission & Opening : Submission of EMD. Tender fee and other

of Tender Documents during office hours: On date.

01.05.2026 & 12:00 pm West Zone, 2nd Floor,

A.M. Office, Dr. Ramanbhai Patel Bhavan,

Usmanpura.Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013.

11 Penalty Due to Delay of work Rs.250 per day but not more then 10% of bill

As per STANDARD DETAILED TECHNICAL

12 Defect Liability : SPECIFICATION OF ITEMS

ybœtJtœ Bgwrlrmvj ftuvtuohuNlbtk Ítulj ytuVem/v.J.yu./«tusufx rJCtd îtht

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ftbltk Bidder yu GST ltuxeVefuNl bwscle yuÃjefucejexe ægtlbtk htFelu huxlwk

cezekd fhJtlwk hnuNu.

Contractor's Sign Addl.C.E.

Mobil No:- (west zone)

SABARMATI WARD -1-

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

Name of Work :- Su p p l yi n g G . S .B , W e t m ix and la yi n g a nd L abo r w o rk f or la yi ng h ot

m i x m at e r i al f o r Pa t ch w o r k at m ot e r a sta diu m ro ad , ra t hi t o v is h at c i rc l e r o a d an d

se rv i c e ro ad , m ah a k al i ch al i ro ad ,a v n i b u ngl o w s ro a d, I PL g r ound ro ad , an d o the r r o ad

Sr. No. Qty. Item Description Rate Per Amount

Box cutting the read surface in all sorts of soil, murrum to proper slop &

1 325 camber for making a base for road work including removing th excavated 52.42 Cmt

stuff & depositing on the road side as directed upto 50.00 mt. Lead

Conveyance charge of earth, lime, murrum, building rubbish, manure

2 garbage, sludge, excavated rock, fly ash, aggregates of any kind Including

spreading & levelling etc. complete.

430 c)Lead up to 5 Km. 127.13 Cmt

Labour charges for hand laying hotmix material DBM/BC on the road

surface in line & level incl. cleaning the surface with air compressor and if

require re carting material by JCB at necessory place of work also rolling

3 3000 with 8 10 tonnes vibratory roller and Dust spreading on BC after rolling, 449.68 MT

rate also includes re carting of Hotmix material from place of Work / AMC

store to Location of laying having narrow width like chawls, poles, gamtal

roads etc. complete.

Providing and applying primer coat with cationic bitumen emulsion SS1

grade conforming to ASTM GRADE on prepared surface of wet mix

macadam including clearing of Wet mix macadam surface with air

compressor to remove all loose material other foreign material. The

primer shall be sprayed uniformly at the rate of 0.70-1.0 kg/sqm. It shall

be applied by a self-propelled or towed bitumen pressure sprayer,

equipped for spraying the material uniformly at a specified rate. No

dilution or heating at site of SS1 bitumen emulsion shall be permitted.

Providing, laying, spreading and compacting graded stone aggregate to

wet mix macadam specification including premixing the Material with

water at OMC in mechanical mix plant carriage of mixed Material by

tipper to site, laying in uniform layers in sub- base / base course on well

prepared surface and compacting with vibratory roller to achieve the

desired density as per Codal Provision.

325 Production & Supply of WMM 1708.13 Cmt

325 Laying of WMM 31.25 Cmt

Construction of granular Sub base by providing coarse graded

material , spreading in uniform layers with motor grader on

6 prepared surface mixing by mix in place method with front end loader at 1063.09 Cmt

OMC and compacting with vibratory roller to achieve the desired

density, complete as per tender specification For all grade.

55 (A) Production & Supply of GSB (Natural) 1032.73 Cmt

55 (B) Laying of GSB (Natural) 30.36 Cmt

SABARMATI WARD -2-

Providing & Supplying JCB Machine on rental basis in case of emergency

situation and break down type work & also during unavoidable condition

as per instruction of engg.incharge , rate includes all nece. shifting, fuel

and operating charges and stacking of useful & non-useful materials

separately up to store. (No payment should be allowed for non working

condition of machinery and for pipe line excavation and laying work)

Providing and spreading tack coat using Bitumen VG10/30 on road

surface before laying hotmix material including heating the bitumen and

8 3000 labour charges for applying bitumen on road surface at the rate 2.5 kg/ 10 125 MT

smt. with carting on site etc. comp as directed by engg. in charge.(Never

Use Tyre / Platic Material for heating the.

Providing & applying Tack coat with VG-30 Grade bitumen using

bitumen pressure distributor at the rate of 0.20-0.30 kg/sqm on

the existing bituminous surface cleaned with Air Compressor etc

complete. For D.B.M. or B.C.

Supplying of Pavadi tractor with driver having cultivator and pavadi

10 25 arragements to roads to remove deposited earth as per given inst. Of 312.5 Hour

engineer in charge.

Excavation of asphalt pavement etc. in line and level of any thickness with

all sub layer including demolishing the asphalt carpet, metal, soiling etc.

Rate is inclusive of Cutting the periphery of the area for patchwork using

any type of road cutter Maschine & removing asphalt or sub layer within

the area of patchwork using Breaker Maschine & Making the Surface

ready for Patchwork. The rate includes of Operator, fuel, transportation &

Maintenance of Machine (cutter & Breaker) etc complete. The item Shall

be executed as perinstruction. as per engg.in Charge

Total Amount Rs.

Total Amount Rs.

(in words also)

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

SABARMATI WARD -3-

AHMEDABAD MUNICIPAL CORPORATION

"West Zone, Zonal Office", 2nd Floor, A.M. Office, Dr. Ramanbhai Patel Bhavan, Usmanpura,

Ahmedabad Municipal Corporation, W.Z. Office, Ahmedabad-380013..

Municipal Commissioner invites Percentage Rate sealed tenders from interested

1 Name of work :- Suppl yi ng G.S.B, Wet mix and la ying and Labor

w ork for layi ng hot mix material for Patch w ork at

motera st adi um r oad, rathi to vi shat ci rcle road and

service road, mahakali chali road,avni bunglow s

road, IPL ground r oad, and other r oad in Sab armati

Ward of West zone.

2 Time Limit : 12 Months

3 Eligibility Criteria : Register “E-1” class in PWD in Govt. R&B/CPWD/AMC or

equivalent registration with any other state Govt. or institutions.

4 Estimated Cost put to

5 Earnest Money Deposit : Rs.25,000.00 Demand Draft, Pay order, or Cheque ,Bank

Guarantee (As per finanance circular No 14) in favour of

Municipal Commissioner, Ahmedabad) To be submitted as

prescribed in 7.0 below. Demand Draft or Bank Guarantee shall

be from Nationalized Bank and valid for 120 days.

6 (A) Security Deposit : 5% of Tender Amount

(B) Retention 1. @ 2% of the value of work done will be deducted from each RA

bill. It will be released along with release of payment of Final Bill.

7 Tender fees Rs.900/- Demand Draft / Pay order in favour of Municipal

(Non refundable) Commissioner, Ahmedabad)

8 Submission of EMD and In separate sealed cover each for EMD and Tender Fees along

Tender Fees with Tender as described in the invitation of tender and

submitted to Assistant Manager(New West zone) , Ahmedabad

Municipal Corporation, West Zone, Zonal Office", Dr. Ramanbhai

Patel Bhavan, Usmanpura, Ahmedabad.

9 Tenders issue date : Tenders from the AMC website www.tender.nprocure.com,

www.amc.nprocure.com shall be down loaded from

10 Last date of receiving Dt.01.05.2026 up to 12:00 p.m. The tenders received after this

Tenders : date and time will not be entertained under any circumstances.

11 Date of Opening : Dt.01.05.2026 up to 3:00 p.m. to Assistant Manager " West Zone

Office", Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad.

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

Tender RPAD/ Speed post/ Hand Delivery/ Courier in sealed covers as

Documents : described in submission of the tender.

13 Terms, Condition, & All general condition of contract of Form B1 condition of contract

Specification : shall be applicable.

14 Defect &Liability Period The contractor shall be responsible to make good and remedy at his own

expense any defect which may develop or may be noticed before the

period mentioned hereunder from the certified date of completion, The

within 15 days of receipt of the notice. In the case of failure on the part

of the contractor, the Engineer-in-charge may rectify or remove or re-

SABARMATI WARD -4-

execute the work at the risk & cost of the contractor. The Engineer-in-

charge shall be entitled to appropriate the whole or any part of the

amount of security deposit towards the expenses, if any, Incurred by him

in rectification, removal or re-execution. The Defects Liability period

shall be as under(a) for all works costing upto Rs. 50,000 ( amount put

to tender), the period shall be 3 months from the certified date of

(b) for all works costing more than Rs. 50,000 and upto Rs. 1 crore

(amount put tender), the period shall be 6 months from the certified date

of completion or one monsoon, whichever is later.

(c) for major projects costing more than Rs. 1 crore, the period shall be

12 months from the certified date of completion which should include

(d) For building works, the period specified in (a), (b) or (c) above OR

elapse of monsoon period following the certified date of completion,

whichever is later. For the purpose of deciding the monsoon period, the

30th September may be treated as the last date.

15 Time permitted to start Whenever a work is allotted by Engineering staff, whether minor or

parts of work major of part thereof of any amount, the contractor shall be bound

to start the works within 48 hours of intimation of work.

Communication done telephonically via SMS, Via Whatsapp and

through letter / E-mail shall be considered legal and binding for the

same. Contractor shall be bound to provide more than one gange as

per the works allotted/shown to contractor In case of non-

compliance of the same, shall be treated as delay by contractor.

Failure of comply to start the works in 24 hours of intimation as

above by contractor the contractor shall be levied penalty of (1)

Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)

Rs.2500 per day (for tenders amounting above 10 Lakhs and upto

30 Lakhs), (3) Rs.5000 per day (for all tenders amounting above

Lakhs). Three times failures by contractor shall make contractor

responsible to be black listed unless and otherwise justified properly

in writing / binding within 15 days of last notice of penalty.

16 Compensation for Delay 10% of Remaining work (As per Circular)

17 Addendum/Corrigendum Addendum/Corrigendum If any Shall be Published 48 Hrs. Price

To the Final Submission Time And Date. The Same Shall From a

part Of Tender And The Same As to be Attached Along With The

Tender Document.

18 EPF Act As per Acoount Department circular no-37 Date:09/08/2018

19 GST GST will be paid extra by AMC/Authority at prevailing rate to the

Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to reject any or all the

tenders without assigning any reasons thereof.

Seal and Signature of the Bidder Addl. City Engineer

SABARMATI WARD -5-

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (Here in after called “the Employer”)

invites sealed Tender document from reputed and qualified bidders for the construction

of Works detailed in the Table below:-

Sr. No. Name of Works Approximate Bid Security Completion

value of works (Rs.) Period

1 Suppl yi ng G.S.B, Wet mix and

layi ng and L abor w ork for layi ng

hot mix material f or Pat ch w ork Rs. 24,99,729.40 Rs.25,000.00 12 months

at motera stadium road, rathi to

vis hat cir cle roa d and ser vice

road, mahak ali chali road, avni

bunglow s road, IPL ground roa d,

and ot her road i n Sabarmati

Ward of West zone.

2. 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.

3. Interested bidders shall download the tender documents from AMC’s website

www.tender.nprocure.com. www.amc.nprocure.com up to Dt.30.04.2026 at 6:00 PM

tender fee as mentioned in clause 2 above shall be paid by the bidder at the time of bid

4. 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).

5. All Bids must be delivered to Assistant Manager "West Zone, Zonal Office", Dr. Ramanbhai

Patel Bhavan, Usmanpura, Ahmedabad. Not later than 12:00 PM on Dt.01.05.2026

Seal and Signature of the Bidder Addl. City Engineer

SABARMATI WARD -6-

As per account department(A.M.C.) circular no. 56, Dt.19/09/2016 Bank guarantee of

said work must be of Ahmedabad city branch, which mentioned as bellow.

(A) Guarantee issued by following bankswill be accepted as SD/EMD on permanentbasis.

(1) All Nationalized Banks including the Public Sector Bank-IDBI LYF.

(2) Private Sector Banks authorized by RBI to undertake State Government

Business (at present : AXIS Bank, ICICI Bank, HDFC Bank)

(B) Guarantees issued by following Banks will be accepted as SD/EMD for the period up

(1) Commercial Banks :

(1) Kotak Mahindra Bank

(2) RBL Bank (The Ratnakar Bank Ltd.)

(3) IndusInd Bank.

(4) Karur Vysya Bank.

(6) FEDERAL Bank.

(7) SOUTH INDIAN Bank.

(2) Co-Operative Banks of Gujarat

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

(2) Rajkot Nagarik Sahakari Bank Ltd.

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

(4) Nutan Nagarik Sahakari Bank Ltd.

(5) Saurashtra Gramin Bank.

SABARMATI WARD -7-

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SABARMATI WARD -8-

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ftuR AufAtf fu VuhVth juJtNu lrn, <ultkk jFtKbtkk ftuR Cwwj ntug <tu <ult vh l Dwkx<t Ftuxt jFtK fu ytkkfzt vh Auftu bthelu <ult

mtawk jFtK fu ytkkfzt MvÐ Wfju <u he<u jFJt. «ðguf mw^tht vh xwkfe mne fhJe.

8 y: xuLzh hsw fh<tkk vnujt Ftm fhelu xuLzhbtk œNtoJuj mwaltytulwk vtjl fhJtbtkk ytÔgw lrn ntug <tu xuLzh ybtLg dKJtbkkt

ytJNu <ule ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ ylu ftuLx[tfxhtult btdoœNol btxu mtbtLg rlgbtu ylu mwaltytu

vK ft¤SvwJof JtkkaJt rJlkk<e Au.

1) ftuRvK fthK œNtoÔgt rmJtg ftuRvK fu c^t xuLzhtu yMJefth fhJtltu nf yctr^< hnu Au.

SABARMATI WARD -9-

8 c: Wvhle ctc<tu Wvhtkk< xuLzh leault mkkstudtubtkk <h< ybtLg XhJtlu vtºt &Nu.

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

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

2) xuLzhlwk ftuR vtlwk fu vtlt ftZe ltkkÏgwk/ltkkÏgt ntug fu cœÕgwk/cœÕgt ntug.

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

4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

5) xuLzh Chlth y&Jt vuZele ctc<btkk œhuf Ctdeœth y&Jt <u ykkdulwk bwFðgthltbwk ^htJlth Ôgrf< mne l fhu y&Jt xuLzhbt <u

btxu htFJtbtkk ytJuje søgtbtkk mne/mneytu Wvh ftuR mtûteyu mtF fhe l ntug.

8 f: Nh<e xuLzh MJefthJtbtk ytJNu lne.

8 z: xuLzh MJefthJw , hœ fhJw, ftulu ytvJw ylu fgt CtJ&e ytvJw <u ykdu Bgwrl. frb§h©eltu rlKog ytFhe hnuNu. ftuR fthKmh stu

ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykkdu ftuLx[tfxh ftuRvK «fthltu lwfNtle fu J¤<hltu nff œtJtu fhe NfNu lrn fu ftgœtfeg

ftgoJtne yt ykkdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve s œuJtlwk Au <uJtu &R NfNu lrn.

9: rJmkkdr< ylu rnmtc stud:

nt& ^hJtlt ftbtule ctc< œNtoJ<t CtJ vºtf btklt sÚ&t ylu hfble ftuRvK Cwjawf leault rlgbtu ylwmth mhCh fhJtbtkk

1) xuLzh Chlthu œhlt Ftltbtkk sKtJuj Nçœtu ylu ytkkfzt Jåau ftuR ymkkdr<lt fumbtkk Nçœtubtkk sKtJuj hfb btLg htFJtbtkk

2) yufb œh ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu œNtoJ<e CtJ vºtf lt Ftltbtkk&e hfbbtkk Cwj sKtg <tu

yufb œh btLg htFJtbkkt ytJNu ylu œhlt yt^thu dwKtfth mw^thJtbkkt ytJNu.

3) yufblt Ftltbtkk&e <ubs ytd¤ Fuka<t mhJt¤tle <btb Cwjtu mw^thJtbkkt ytJNu.

4) ctc<tu y&Jt mhJt¤t mtbu vwhu ytkkfzu fhuj ftuR vK ctc< ægtlbtkk juJtbtkk ytJNu lrn.

10y: ftbltu «tud{um mbg bgtoœt bwsc fhJtltu hnuNu.

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

atjw ftb œhBgtl su ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk ytJNu lrnk.

10c: mûtb m•tt îtht xuLzhle bkswheltu XhtJ vtzgt ctœ ( LOI) ytvJtbtk ytJNu ðgth ctœ rœl - 15 btk rm¾gtuhexe zevtuÍex

sbt fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «J<obtl rlgb ylwmth ftgoJtne

10f: bkswh &guj xuLzhle mbgbgtoœtbtk ftbdehe vqKo l &tg <tu mbgbgtoœt ctœlt FhuFh ctfe ftble hfblt 10% juFu

(jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkkfujt œh vwhtk &gujt ftb btxult Au ylu <ubtk bswhe, vtjF, ÃjtLx,

œuFhuF,mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykkNu <btb Faoltu <&t sYh sKtg <tu ylu ðgthu ht<vt¤elt

ftblu juJt c^t J^thtlt Faoltu mbtJuN &Nu ylu xtkkfujt CtJ fu œh fh<t J^thtle ftuR awfJKe ykkdult <ublt ftuR œtJt

ægtlbtkk juJtNu lnekk ylu xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu(vAe<u ctkk^ftb rJCtdltu fboathe ntug fu l

ntug)<ublu ytvuje btne<elu yt^thu vtA¤&e ftuR œtJt hsw fhJt nfœth hnuNu lnekk. <ublw xuLzh ChJt <&t <ubtkk swœt swœt

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

<ubtkk&e WCt &<t ftuR stuFb fu sJtcœthebtkk&e Axfe NfNu lnekk. mœh ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj Wvh CtJ

J^thtu ytvJtbtk ytJNu lrnk.

11 c: ftuLx[tfxhtulu vubuLx / hlekd cej Bgwrl. frb§h©elt su <u «J<obtl rlgb bwsc fhJtbt ytJNu.<&t Bgwrl.

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

11 f: ftuLx[t¾xhlt œhuf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk vubuLx +

yu¾x[t ytRxb) 2 % juFu hexulNl ble ftvJtbtk ytJNu su VtRlj cejbtk vh< ytvJtbtk ytJNu.

11 z: htsg / fuL÷ mhfth©elt JF<tuJF<lt ftgœt bwsc su ftuR hfble fvt< fhJtle &Nu <u bwsc ftuLx[[tfxhlt cejbtkk&e fvt<

SABARMATI WARD - 10 -

12: yu)fhth mkkc^e œM<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.

ce)xuLzhbtk œNtoJuj ftb mkkck^e œM<tJusbtkk œNtoJuj rJd<btkk rJmkkd<<tlt rfMmtbtk leau œNtoJuj ¢btlwmth

œM<tJusbtkk œNtoJuj rJd< d{tng htFJtbkkt ytJNu.

yu) yufb ylu fœ

2) xuLzh Vtubolwk CtJvºtf

z[tuRkdbtk fœ, ytfth, ytkkfzt fœta Ftuxt ntug <tu btvujtkk fœ, ytfthlu ylwmhJwk.

2) xuLzh Vtubole ylwmwra-ce

Cwj Chujt fu Ftuxt JKollt rfMmtbtkk yt mkkck^e Wvhefûttyu rJmkkd<<t ykdule ltuk^ bwfe

yuze.me.R/zu.Bgwrl.frb./Bgwrl.frb.le bkswhe bu¤JJtbtk ytJNu ylu <u bwsc fhJtbkt ytJuj rlKog ykkr<b dKJtbkkt

13 : xuLzhhu z[tuRkd fu MvuNeVefuNlbtkk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe ylu Rsluh Rl-atsuo Ãjtl <&t

MvuNeVefuNlle ûtr<ytu mw^thJe <&t <ulwk mtawk y&oDxl fhtJJwk.

14 : yt Wvhtk< y.Bgw. ftuvtuo. lt slhj ftuLx[tfx fLzeNl vK btLg htFJle hnuNu.

15 : yufe JF<u yuf fh<t J^w søgtytuyu ftb NY fhJtltu Jfo ytuzoh b¤u <tu ftb yuf mt&u s c^u NY fhJw vzNu.

16 :atjw ftbu mrJom jtRllu lwfNtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu lwfNtl &Nu <tu <ule mkvwKo

sJtcœthe (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb œhBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu

lwfNtl &tg <ule sJtcœthe ftuLx[tfxhle hnuNu.vtujem Vhegtœ &tg <tu <ule sJtcœthe vK ftuLxtfxhle hnuNu. CuFz Dme l

vzu <ule sJtcœthe vK vtujem Vhegtœbt ftuLx[tfxhle hnuNu.CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu œtuhzwk ctk^e

bswh Ftztbtkk W<thJt, mtuhekkd ylu Mx[[xekkd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtkk W<thNu <tu ftuLx[[tfxh s vtujem Vhegtœbt

sJtcœth hnuNu ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtcœth hnuNu lrn.ytxjwk mbSlu s xuLzh ChJwk. Bswhtultu

rJbtu vK W<thJtu.

17 : ftuLx[tfxh îtht xuLzhbt œNtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc jtJJtlt hnuNu.<&t sYh sKtg <tu

xuMxekd fhtJJtlwk hnuNu.<&t yt ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgb bwsc bxehegÕm fu ceò xuMxed hevtuxo ftuLx[tfxhu vtu<tlt

Fauo ftuvtuohuNl sKtJu <u søgtyu fhtJJtlt hnuNu. bxehegÕm jtJJt fu jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu hnuNu.

18 : M&¤ vrhrM&r< / sYhegt< bwsc ftb fhtJ<t xuLzhlt ytRxblt sÚ&tbtk J^ ^x &tg <tu rlgb ylwmth <u ykdu ftb fhJt

ftuLx[tfxh ck^tgujt Au.

19: mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< rœl 1btk vh< jR sJtltu hnuNu.

yLg&t <ule lwfNtlle sJtcœthe ftuLx[tfxhle hnuNu.

20 :ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au.<ubt mhfth©elt «Joðbtl rlgb bwsc ve.yuV/juch

yufx/vtujemlt ftgœtlw vtjl fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu.

21: ftuRvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobt hnuNu.

22: btj su <u Mxtumo Wvh y&Jt mtRx Wvh jtuftulu lz<h l &tg <u he<u mwalt bwsc W<thJtltu <ubs dtuXJJtltu hnuNu.

23: ftuR vK mhfthe fhJuht ChJtle <btb sJtcœthe ftuLx[tfxhle hnuNu.

24: yt xuLzhbtkk stu ftuR ytRxb hne dR ntug <tu <u y&tJ M&¤ M&e<e bwsc xuLzhbtk mbtJuN l ntug <uJe J^thtle ftbdehe

fhJtle &tg <uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb ylwmth J^thtle ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u

bwsc awkfJKe fhJtbtk ytJNu.

25: atjw ftb œhBgtl «tuxufNlle mkvwKo sJtcœthe ftuLx[[tfxhle hnuNu. subtkk vevzt,œtuhzt, Cgmwaf ctuzo,ÃjtMxef vxe,rJ.

ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwwk hnuNu. ylu ftuRvK yfMbt< &Nu <tu <ule mkkvwKo sJtcœthe ftuLx[tfxhle hnuNu.

26: M&¤ Wvh atjw ftbdehe œhBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg Ôgrf<lt yfMbt<lt rfMmbtk juch

yufx bwsc fhJtle &<e ftgoJtne <&t vtujem ftgoJtnele sJtcœthe ftuLx[tfxhle hnuNu.

SABARMATI WARD - 11 -

27: stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubt œhhtus fhuj ftbdehe <&t yr^ftheytuyu ftb

mw^thJt fu vtu{d{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk hnuNu ytJe ltu^lt sJtc l &gu fu <u «btKu M&¤

Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle mððtt yuze.mexe yuLSlehgh©elu hnuNu.

28: œhuf ytRxblt MvuNeVefuNl ybœtJtœ Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg htFuj MvuNeVefuNl Nh<tu bwsc hnuNu

su ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk yuze. mexe.yuLSlegh©eltu rlKog ytFhe hnuNu. Jtuxhekd fhJtbtk lrn

ytJu fu œhhtus J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu Jdh ltuxemu Jtuxhekd fhtJJtbtk <&t

zucheÍ WvtzJtbtk ytJNu ylu cejbtkk&e hfb ftve juJtbtk ytJNu.

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

30: su ftbtubtk atubtmtlt mbgdt¤tlu ctœ ytvJtle Nh<tultu WÕjuF ntug ðgtk atubtmtltu vehegz <t.15 swl &e 30 mÃxuBch

Mþ^eltu dKJtbtk ytJNu. yt mbg œhBgtl ftuLx[tfxh îtht ftbdehe fhe Nftg <ub l ntug <tu <u mbgdt¤tu ctœ fhe ftble

mbgbgtoœt dKJtbtk ytJNu <&t sYhegt< Bþscle xtEb jebex J^the vK ytvJtbtk ytJNu.

31: ftuLx[tfxhu «J<obtl ybœtJtœ Bgw. ftuvtuohuNl lt JF<tuJF< lt mhfgwjh bwsc ve yuV,Jux <&t ylu muÕm xuût lu jd<t

vwhtJt vubuLx fh<e JF<u sYh vzu&e hsw fhJtlt hnuNu.

32: dwsht< mhfth©elt ©b, ftuNÕg rJftm ylu htusdth rJCtdlt XhtJ ¢btkf: LED/WRT/efile/11/2024/

0293/M2 mraJtjg,dtk^eldh. <t.15/02/2024 bwsc fboathe ©bgtudele òudJtR vhevqKo &tg <u mwrlr©<

yufhthlwk Vtubo

1) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tkk vnujtkk buk/ybu M&¤le bwjtft< je^e Au ylu ftblu

jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

2) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu jd<t œM<tJustu

ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkkb< Awk/Aeyu.

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

btuctEj lkch mt&u (vrùb Ítul)

SABARMATI WARD - 12 -

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

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

SABARMATI WARD - 13 -

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 can not stop the work due to on availably of labour force. In case progress

is delayed, contractor shall be penalized 0.1% of Tender amount per day for work done after

time limit, maximum up to 10% for remaining work.

5. Bitumen rate difference will be paid as per tender conditions, if applicable.

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 contractors.

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.

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

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

15. 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. 'M-5'.

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

SABARMATI WARD - 14 -

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

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

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.

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 3% (five percent) of the contract price cheque or Bank

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

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

SABARMATI WARD - 15 -

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

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

proportion to time limit.

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

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

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

of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall be final. The contractor

shall have to give site clean of all rubbish during the work and at the time of completion of work and hand

over the site with final finishing of the work as directed. All the rejected materials shall be removed from site

within 24 hours by contractor at this risk and cost. Debris shall have to cart daily from site.

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

shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not

available in SOR than based on current market rates. In case of extra item decision of Add. City Engg. shall

remain final regarding rate.

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

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

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

rate for subsequent changes in site and design is entertained.

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

responsible for compliance of the various provisions under contract Act. 1970 and the Rules framed the to

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

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

the period. If any tenderer withdraw or makes any modifications or addition in the terms and conditions of

his tender not acceptable to the Municipal Corporation the Municipal Corporation shall without prejudice to

any right or remedy be at liberty to forfeit in full the said earnest money and black list the contractor.

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

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

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

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

demand draft or in cash.

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

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

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

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

SABARMATI WARD - 16 -

TECHNICAL SPECIFICATIONS

AHMEDABAD MUNICIPAL CORPORATION ENGINEER DEPARTMENT

TECHNICAL SPECIFICATIONS

Name of Work :- Suppl ying G.S.B, Wet mix and la ying and Labor w ork for

laying hot mix material for Patch w ork at motera stadium road, rathi to

visha t circle road and service road, ma hakali chali road,a vni bung low s

road, IPL ground road, and other road in Sa barmati Ward of West zone.

Item No.01-Box cutting the read surface in all sorts of soil, murrum to proper slope & camber for

making a base for road work including removing the excavated stuff & depositing on the road side

as directed upto 50.00 mt. Lead

The sewet trench shall be excavated to the alignment and gradient shown on the

plan and section. In all storts soil including oil masonary asphalt roads and

wet.excavation . The sewer excavation shall be commenced at the down stream end of

the sewer and be continued upto the gradient as directed. The trench shall not open

more than 60 meters in advace of the completed sewer only when directed by the

Engineer in charge looking to the progress of the work in obtaining the formation of the

bottom of the trenches the usual methods of suing sight rails and bonning roads shall be

adopted during the whole of the process. The center line of uniform height shall be

carried clearly on each rail. The depth of the excavation and invert of the sewer shall be

checked by means of bonning road of appropriate length and also straight edge.

The bed of the trench be shall well remmed before starting laying of sewer lines

and cement concrete and masonary work.

Where trenches are deep in bad grounds the sides shall be supported by suitable

timbering of shorting work looking to the nature of soil near big or important structures,

the sides of the trenches shall be closely and securely timbered. If any settlement of the

building is anticipated the timbering shall be left in the ground. The various materials

excavated shall be separately stacked so that in refilling the may be relaid on the same

order as before and least possible damage shall be done carpet on the public roads and

private properties. Surface covering consisting of asphalt carpet shall be kept on one side

and preserved for reinstatement. The excavated earth shall not heaped near the

trenchers so as to caused unnecessary obstruction along the pulling inspection, trenches

etc. shall be tunneled under only as necessary. The side of the trenches shall be nearly

vertical and plumb & red light shall be placed at each end at intervals as instructed and

further protested by rope fence. Necessary caution boards shall also be erected and

diaced as directed by the Engineer in charge.

Wherever possible material excavated from the trenches of whatever kind shall

not placed nearer than 3 meters from the outer edge of the excavated trench. The utmost

shall have to be taken in refilling the trenches so that no damage may be done no sewer

no lump shall be allowed to be put around the sewer. The remming of the filling shall be

done and well watered. The surplus earth shall be removed directed within 30 meters

lead. The measurement of the work shall be exact length and width of the trench as

specified or as per City Engineer instruction and depth shall be measured vertical as per section

upto invert or the pipe lind The City Engineer reserves the right of extra

excavation on either side if considers necessary for the safely of the work.

The bottom and sides of the trench shall be dressed in level and plumb in all

directions before any concrete in India. In case the excavation is done deeper than

SABARMATI WARD - 17 -

required no filling shall be allowed to bring the formation to proper level but contractor

shall have to lay cement or lime be concrete of filling or other acceptable materials as

directed by C.E. at contractor won cost so as to come to proper information, in case bas

formation are met with the work shall have be done as per instruction of C.E. necessary

arrangements for atering trenches must be provided be contractor and without proper

watering trenches will not be allowed to be tilled to further. Contractor shall have to

make arrangement for acees to invert of the sewer and for inspection of the ware as

ordered by the Engineer. If is required to shired or after the alignment section of diameter

of the pip the contractor shall carry or altered the alignment section or diameter of the

pipe the contractor shall carry out the altered work at the rates quoted by him for the

original work for items and contractor shall not claim any expenses due to the changes

made. In case no work shall be done at night or on Sundays & other holidays and during

the recess time except in and other holiday the case of bad grounds such as running

sand where the work must be executed various day night without intruption when so

ordered by the Engineer. All existing water pipe storm drains sewer line railway tract,

electric cables etc. which do not in the opinion of Engineer required to be charged in

location shall be supported and protected from injury by the contractor. The contractor

shall be liable to pay all damages to water pipe, drains electric and telephone cables and

to private property during the execution of this contract and the same will be recovered

from the running bills or the deposit of work whenever it becomes necessary in the

opinion of the Engineer in charge location of any existing sewers drains etc. not

otherwise from in these specification the contractor shall do the work of making such

change and the work shall be paid for as extra work. All places of public utility etc. shall

be kept accessible for use.

No extra payment shall be made for land sides and side slopes done without prior

approval of the Engineer in charge.

Wherever natural soil commends winder excavation the mentioned above the

same shall be given after approved C.E. The rate for excavation for easy jointing and

caulking nothing extra shall be paid for this.

Refilling of trenches shall be done only after the grade of line and hydraulic test

practicable of the lines are checked and approved of and order given by the Engineer in

charge. The refilling shall be accompanied by through watering the layers of 0.50 metrs.

Further refilling shall be done there after and process should be repeated till trenches are

completely refilled. Temping and ramming with rammers shall have to be done at all place

of important work where ordered by Engineer in charge. After the trench is give the

trenches shall have to be refilled within 4 days with complete watering. If the contractor

fails to do watering satisfactory corporation shall get it done at the risk and cost of the

contractor with or without giving any notice and the expenses incurred in doing so

recovered from the contactor either in cost or from his payment through bills.

The rate shall be for a unit of one CMT basis.

Item No. 2Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage,

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

etc. complete.c)Lead up to 5 Km.

The surplus earth, which is left on site after refilling and proper watering of the trenches, shall

hacartcarted away up to a distance within lead upon 5 kmts. All surplus earth should be carted

away immediately after the instruction or orders of the engineer in charge. The surplus earth

shall be spread at the site shown where it is carried.

The measurement of the surplus earth shall be paid for as per arithmetical

calculations. Nothing extra shall be paid for the bulk age of the excavated earth.

The rate shall be for a unit of one Cmt.

SABARMATI WARD - 18 -

Labour charges for hand laying hotmix on the road surface in line & level incl. cleaning

the surface with wire brush and carting material by lari at place of work & applying as per

reqd including rolling with 10 MT roller and sand spreading on sealocat after rolling etc.

Laying of bitumenous mixtures shall not be carried out when the air temperature at

the surface on which it is to be load is bleow 100C or when the wind speed at any

temperature exceeds 40 km/h 2m height unless specifically approved by the engineer.

Rolling Bituminous materials shall be laid and compacted in layers, which enable the

specified thickness surface level, regulartity requirements anc compaction to be achieved.

Compaction of bitumenous materials ahsll commence as soon as possible after

laying. Compaction shall be substantially completed before the temperature falls below

the minimum rolling remperatures. Rolling of longitudinal joints shall be done

immediately behind the paving operation. After this rolling shall commence at the edges

and proceed towards the center longitudinally except that on super elevated and

unidirectional cambered. portions. It shall progress from the lower to the upper edge

parallel to the center line of the pavement, rolling shallbe continued until all the roller

marks are removed from the surgface. All the deficiencies in the surface after laying

shallbe corrected by the arrendants behind the paver, before initial rolling in commenced.

The initial ro break down rolling shall be done with 8-10 tones dead weight smoothwheeled

rollers. The intermadiate rolling shallbe done with 8-10 tones or vibratory roller.

The finishing shall be done with 6 to 8 tones smooth wheel tandem rollers. At laste two

number of roller on sire. Where compaction is to be determined by density of cores, the

requirements ro prove the performance of rollers shall apply in order to demonstrate that

and the specified density can be achieved. In such cases the contractor shall nominate

the plant, anf the method by which he intends to achieve the specified level of compaction

and finish at temperatures above the minimum specified rolling temperature.

Bitumenous materials shall be rolled in longitudinal directions, with the driven rolls

nearest the pavers. The roller shall first conpact the materials adjacent to the joints and

then work from the lower to the upper side of the layer, overlapping on successive passes

by at least one third of the width of the rear roll or, in case of pneumatic tyre roller, at least

the nom inal width of 300 mm.

Roller should move at a speed of not more than 5km /hr. the roller shall nor be

premitted to stand on pavement which have not been fully compacted and necessary

precautions shall be taken to prevent dropping of oil. Grease, petrol of other foreign

matters on the pavement either when the roller are operatin of standing. The wheels of

rollers shall be kept damp with water, prevent the mixture from adhering to the wheel.

Only sufficient moisture to prevent the adhersion should be used. Surplus water shall not

The payment shallbe mode on MT. basis.

Providing and applying primer coat with cationic bitumen emulsion SS1

grade conforming to IS:8887 on prepared surface of wet mix macadam including

clearing of Wet mix macadam surface with air compressor to remove all loose

material other foreign material. The primer shall be sprayed uniformly at the rate of

0.70-1.0 kg/sqm. It shall be applied by a self-propelled or towed bitumen pressure

sprayer, equipped for spraying the material uniformly at a specified rate. No

dilution or heating at site of RS1 bitumen emulsion shall be permitted.

The payment shall be made on SMT basis.

SABARMATI WARD - 19 -

Providing, laying, spreading and compacting graded stone aggregate to wet

mix macadam specification including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform

layers in sub- base / base course on well prepared surface and compacting with

vibratory roller to achieve the desired density as per MoRTH clause

The provision of Morth clause 406 shall applied during construction of wet Wet Mix

The rate shall be for a unit of one CMT basis.

Item No.6 Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2)

(Construction of granular sub-base by providing coarse graded material, spreading in

uniform layers with motor grader on prepared surface, mixing by mix in place

method with rotavator at OMC, and compacting with vibratory roller to achieve the

desired density, complete. for grading- II Material.

The provision of Morth clause 401 and volume-ii part-2 shall applied during construction

of Granular Sub-Base with coarse graded materials.

The rate shall be for a unit of one CMT basis.

Item No.7 :- Providing & Supplying JCB Machine on rental basis in case of emergency situation and

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

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

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

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

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

The Item Shall include various operation cost. Such as diesel, Driver, Salary, Electrification,

etc. The Work Shall Carried out on risk of Contractor.

The Work Shall be done as per Engg. in charge.

Mode of measurement

Measurement shall be given in Hr. Basis.

Item No.8 :- Providing and spreading tack coat using Bitumen VG10/30 on road surface before laying

hotmix material including heating the bitumen and labour charges for applying bitumen

on road surface at the rate 2.0 kg/ 10 smt. with carting on site etc. comp as directed by

engg. in charge.

(Never Use Tyre / Platic Material for heating the.

This item relates to Providing and spreading tackcoat on road surface before laying

hotmix material rate for tackcoat incl heating the bitumen and labour charges for applying

bitumen on road surface at the rate 2.0kg / 10smt incl carting on site etc comp as directed by

The payment shall be made on MT basis.

SABARMATI WARD - 20 -

Item No.09 :- Providing & applying Tack coat with VG-30 Grade bitumen using bitumen

pressure distributor at the rate of 0.20-0.30 kg/sqm on the existing

bituminous surface cleaned with Air Compressor etc complete. For D.B.M. or B.C.

Mode of measurement

Measurement shall be given in Smt.. Basis.

Item No.10 :- Supplying of Pavadi tractor with driver having cultivator and pavadi arragements to

roads to remove deposited earth as per given inst. Of engineer in charge.

Mode of measurement

Measurement shall be given in Hours. Basis.

Item No.11 :- Excavation of asphalt pavement etc. in line and level of any thickness with all sub

layer including demolishing the asphalt carpet, metal, soiling etc. Rate is inclusive of

Cutting the periphery of the area for patchwork using any type of road cutter

Maschine & removing asphalt or sub layer within the area of patchwork using

Breaker Maschine & Making the Surface ready for Patchwork. The rate includes of

Operator, fuel, transportation & Maintenance of Machine (cutter & Breaker) etc

complete. The item Shall be executed as perinstruction. as per engg.in Charge

Mode of measurement

Measurement shall be given in Smt. Basis.

Contractor’s Signature Add. City Engineer

SABARMATI WARD - 21 -

M AH AN AG AR SEV A S AD AN, AMD AV AD

Name of Wor k:- Suppl ying G.S.B, Wet mix and la ying and Labor w ork for

laying hot mix material for Patch w ork at motera stadium road, rathi to

visha t circle road and service road, ma hakali chali road,a vni bung low s

road, IPL ground road, and other road in Sa barmati Ward of West zone.

GENER AL SPECIFI C ATION

(1) The work shall be co mpleted wit hin 12 Month

(2) The contractor shall be remain responsible f or W orkmen’s co mpensat ion if any

when such case occurs. The contractor shall arra nge f ormed iampa sant night

and f encing and pag i and sha ll be respo nsible f or any damage of lif e and limb o r

propert y if any happen, dur ing the execution of work. In case of dis pute f or

unseen or over lo oked items the decisio n of the cit y E ngineer shall be f inal. T he

contractor s ha ll ha ve to give site clean of all r ubbish on co mplet ion of work and

ha ve o ver the building with f inal f inishing of the work as directed. All the

rejected mater ia ls shall be removed f rom site wit hin 2 4 ho urs b y contractor at

this rsk and cost.

(3) For mixing mortar either f or masonr y or f or plaster or f or any other purp ose

contractor shall have to prepare thro ugh of bigg er size and mix the mortar in t he

required pro portion. In on case h e shall be allowed to mix the mortar either on

f loor or any f inished surf aces.

(4) The contractor shall ha ve to make h is own arrangement f or water requ ired f or

the work and sh all pay th e wat er charges as per water meter.

(5) If any extra item crops up dur ing the progress of work the same shall be carr ie d

out by the contractor and he sha ll be p aid at the rate f ixed by C.E. as per the

rate analys is based on current market rates.

(6) If in the interest of the Corporat ion it is necessary to change either an y site or

the des ign of the propose work the con tractor shall carry out the same at his

quoted rates with out charges any e xtra and the contractor will have to carry out

the work s and h e will b e pa id at the rate quoted by him and n o claim f or extra f or

subseq uent chang es may be entertaine d.

(7) Retetion money at t he rate of 2% shall be d educted f rom e very run ning bill of

the contractor and which will be paid at the time of f inal bill, f or works costing

More t han Rs. 10-00 lakhs.

(8) The tender f or the work shall remain o pen f or a period (120) days f rom the date

of opening of the ten ders f or this work and that the tenderer shall not be a llowed

to withdraw o n mod if y the of f er on his o wn during the per iod. If any tenderer

withdra w or makes any modif icat ions (s) or addit ion (s) in the terms and

cond itions of his tender not acceptable to the Mun icipal Corporat ion the

Municipal Corporation sha ll witho ut prejudice to any rig ht or r emedy be at libert y

to f orf eit in f ull the said earnest mone y a bsolutely.

SABARMATI WARD - 22 -

(9) As per Circu lar No. MCR 2176 (96) 2418 (ii) GHH dated 31-03-7 7 issued by

Gover nment of Gujarat contractors ar e requested to produce their quarr y

materials f or construction work through leg al sources. i.e. only f orm the quarry

lease holders, permit holder or midd le man who sat isf ies th e cont ractor as to the

legalit y of the source of purchase by him on these materials.

(10) Contractor has to make his own arrangement f or procurement of steel and

(11) Condit ional tender will not be accepted.

(12) All tenders are to be submitted in duplicate wit hout which the

(13) tenders are liable to be rejected.

(14) Condition of for m B1 Standard Specification of material & code of

practice w ill be applicable. Form B1 & B2 can be is available on w ebsite.

Contractor’s Si gnatur e Add. Cit y Engineer

SABARMATI WARD - 23 -

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vrµbÍtul Esluh Ft<t îtht «ftrN<

SABARMATI WARD - 24 -

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

Clause : 1 Contractor shall not employ any child having age 5 to 15 years as it is prohibited by Child Labour Prohibition and

Regulation Act 1986. Hon'ble Supreme Court has given certain guide lines and as per the guide lines. If child labour is

employed on the site work, the contractor shall have to deposit Rs. 20,000.00 (Rupees Tw enty thousand only) in the child

labour welfare fund. If the employer refuses to deposit then action will be taken for contempt of Supreme Court Judgement

and also will be prosecuted by concerned authority. Because of the breach of any provision of child labour prohibition and

regulation Act 1986 by the Contractor & Municipal Corporation becomes liable to pay any amount then the Municipal

Corporation shall recover the said amount from the contractor.

Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as per its Reso. No. 1783 Date

06--02-97, but the Municipal Corporation Board has recently decided that the actual testing charge is taken and the remaining

amount is refundable at the time of final bill (As per Muni. Board Reso. No. 123 dated 25-02-97)

Clause : 3 Contractor has to follow prevailing Labour act and has to maintain labour register acordingly,and has to follow

other govt.rules.

Clause : 4 Quantity taken in tender are tentative and may differ as per execution of work. No claim shall be entertain

regarding QUANTITIES.

* MODIFICATION OF DOCUMENTS

Modification of specifications and correction/corrigendum in respect of the work if required will be made by A.M.C. The

same shall be placed on A.M.C website which may be downloaded by the tendrers enclosed along with the tender duly signed.

These shall form a part of tender. The tenderer shall not add or amend the text of any of the documents except in so far as may

be necessary to comply with any addendum.

* ADDENDAUM/CORRIGENDUM .

Addendum or corrigendum conveying any change or correction in respect of the work shall form the part of the contract

documents. The full consideration shall be given to such addendum or corrigendum or correction before submission tender

duly filled in by the contractor. Therefore, the contractor shall have to watch such addendum or corrigendum or correction

published by A.M.C through its website www.egovamc.com. Tenderes shall verify the number of addendum issued and

enclose the same with the tender documents,failing which the tender shall be liable for rejection and no any complaint in

respect to this shall be entertained under any circumstances.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

SABARMATI WARD - 25 -