M.P Shree,MLAShree,MuncipalCounsilorShee,CharimenShree,Mayer Shree And Swarnimbudget,CapitalBudget,Revney Budget And Other Budget in Providing And Fixing making board of direction &demarcation,Repair work of board And other RequriedAt Nava Vadaj Ward at West Zone.(ARC)

1. Name of Work : M.P

Shree,MLAShree,MuncipalCounsilorShee,CharimenShree,M

ayer Shree And Swarnimbudget,CapitalBudget,Revney

Budget And Other Budget in Providing And Fixing making

board of direction &demarcation,Repair work of board And

other RequriedAt Nava Vadaj Ward at West Zone.(ARC)

2. Tender Estimated Cost : Rs:-25,00,000.00

: 1% of the Tender Cost in the form of Rs. 25000.00 (D.D. / Pay

3. Earnest Money

- Order / Local Micr Check/B.G.)

4 Tender Fee Rs : Demand Draft of Rs.

5 S.D. : 5 % of tender amount

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 delivery

b) Tender sent by ordinary post will be rejected out right.

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

be made on sealed cover b) Date of receiving tender by Corporations.

(iv) Mode of quoting rates in :

The Price bid shall be submitted online only.

Schedule of Quantities and

Rates It shall not be submitted Physically.

9. Date of Opening : Dt..01-05-2026 15:00 PM

10 Place of Submission & : Submission of EMD. Tender fee and other Documents during office

Opening of Tender hours: On Dt.01-05-2026 &12:00pm 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 (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) but not more then 10% of bill

12 Defect Liability : As per ‘E-1 Form Close

Whenever a work is allotted by Engineering staff, whether minor or

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. Failure of

comply to start the works in 48 hours of intimation as above by

Time permitted to start parts

13 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 30 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.

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D:\JIGAR\TenderNotice(2021-2022)\TenderNoticeNo.16(E-Tender)\Ranip\ARCBoardTender2022-23.docx - 1-

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT-WEST ZONE

Tendar ABSTRACT SHEET

Name OF Work:- M.P Shree,MLAShree,MuncipalCounsilorShee,CharimenShree,Mayer Shree And

Swarnimbudget,CapitalBudget,Revney Budget And Other Budget in Providing And Fixing making board of

direction &demarcation,Repair work of board And other Requried At Nava Vadaj Ward at West

Sr. No. Qty Description Rate Unit Amount

Providing and fixing MS grill gate

elevation element of decorative pattern

with MS channel flat medium grade Ms pipe square or round

1 6798.71 bars with heanded bolts nuts or by screw incl applying on coat 75.00 KG

zinc primer and two coats of oil paint comp.

Letterin g and lettering charges and printing

2 100.00 Muni.corporation symbol with help or skilled artist including 2000.00 No

Prismatic grad reflective sheeting with

super high performance durable micro

prismatic material confirming to type XI

as per ASTM-D 4956-09 & cutting pesting letter according

to IRC Standard in Singal language with micro prismatic

confirming to type XI

Excavation of pit of manually necessary labour of size .6*.6*.6

m for as per above MS Structure foundation of pole for any

size. The grade of concrete should be M-20 the item rate

4 100.00 include carting, filling, with available earth and should be 1000.00 No

proper be level up to ngl,as directed by Engineer in charge.

Painting and lettering the board on both

side of MS sheet with a thickness of

mm gauge and letters by oil paint

confirming with 2 coats of red oxide and

5 100.00 oil paint Item includes necessary staging 3500.00 SMT

carting and transportation or as directed

by engineer in charge(app.rate)

Repairing or Removing of Existing

Boards and Re-fixing the same with the

help of required machinery. The Item

Rate Includes Repairing, Welding,

Painting etc… Comp Work As Directed

6 50.00 By Engineer In Charge. The Rate 3128.00 JOB

Includes necessary Staging with all tools

and tackles with Required Manpower at

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Manufacturing and supplying barricades as per drgs consisting

of (1) Outer frame

25 x 25 x 1.6 mm M.S. rectangular section (1.3 mtr wide and

1.1 mtr height)

(2) Internal @ no extra panels consists of

20 x 20 x 1.6 mm M.S. Hollow rectangular section with M.S.

plates 2 mm thick ( size 1.3 mtr x 1.1 mr) (3) 2 no 0.3 meter dia

7 19.00 1.6 mm thick round M.S. plate for AMC logo. (4) 4 no trolly 4100.00 No

wheels (5)Require M.S. flate of 20 x 5 mm for fixing M.S.

Rectangular sheet and 5 mm Square bar for M.S. round sheet.

(6) fixing the necessary radium sheet with radium letters as per

instruction and AMC logo on both side the M.S. sheet

Supplying, labour for break down repairing work for activities

like excavation, disliting, removing debris from trench back

8 filling etc. comp. as directed by Eng.in charge.(Based on

Building SOR 2015-16)

a 9.00 Mazdoor at day /Night 328.00 No

b 5.00 Makadam/ supervision at day / Night 348.00 No

Hiring of tractor with trolley considering 8 Hrs. as working day

9 10.00 hours incl.Driver (GWSSB SOR 2021-22) 2110.50 Day

Contractor'sSign Addl.C.E.

MobileNo:- (westzone)

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AHMEDABADMUNICIPALCORPORATIONENGIN

EERINGDEPARTMENT

STANDAREDDETAILEDTECHNICALSPECIFICATIONOFITEMS

NameofWork:-M.P Shree,MLAShree,MuncipalCounsilorShee,CharimenShree,Mayer Shree

And Swarnimbudget,CapitalBudget,Revney Budget And Other Budget in Providing And

Fixing making board of direction &demarcation,Repair work of board And other RequriedAt

Nava Vadaj Ward at West Zone.(ARC)

WORKSSHALLDONEASPERREQUIREMENT,DIRECTIONOFENGG.INCHARGEWITHRELATEDTOSITEANDCONFIR

MATIONTOMORTHHANDBOOKANDRELEVANTISCODE.MATERIALSTESTINGREPORTSSHALLBEPRODUCEASPE

RRELEVANTInCODE

ITEM No.1 Providing & Fixing M.S.grill,gate,elevation element of Decorative pattern

withM.S.Channel,flat,mediumgradem.s.pipe,squareorroundbarswithroundheande

d bolts,nuts,or by screw.incl.applying one coat zinc primer and two

coatofoilpaintetc.comp.

TherateshallbeforaunitofoneKg.

ITEMNo.2Painting&letteringchargesandPrintingMuni.corporationSymbolwithhelpofskilledartistincl

udingcolourcost(M.R)AsPerDirectiongivenbyEngg.Inchrage

TherateshallbeforaunitofNo.

ITEM No.3 Painting &Letteringthe board on both sides of m.s. sheet with a thickness of 16mmguage

and letters by oil paint confirming with 2 coats of red oxide and oil paint,

Itemincludesnecessarystaging,cartingandtransporationorasdirectedbyengineerincharge

TherateshallbeforaunitofSmt.Basis

ITEM No.4 Excavation of pit of manually necessary labour of size 0.6*0.6*.6 mfor above

mentionstructurefoundationofpoleforanysize.ThegradeofconcreteshouldbeM-

20theitemrateincl.includecartingfilling withavailable earth

andshouldbrproperbeleveluptongl,asdirectedbyEngineerincharge

1.0Materials:WatershallconformtoM-1.CementshallconformtoM-3.Sandshallconform to M-6, Grit

shall conform to M-8 Graded stone aggregate 20 mm nominal sizeshallconformtoM-12.

2.1 The concrete mix is notrequired to be designed bypreliminary tests. The proportion

oftheconcrete mix shallbe 1:2:4(1 cement: 2coarse sand: 4graded stoneaggregate 10mm

nominal size) by volume. Concrete work shall have exposed concrete surface or

asspecifiedintheitem.

2.2 The designation ordinary M-100, M-150, M-200, M-250 specified as per I.S

Correspondapproximately to 1:3:6, 1:2:4, 1 1/2 :3 and 1:1:2 nominal mix of ordinary

concrete byvolumerespectively.

2.3 Theingredientsrequiredforordinaryconcretecontainingonebegofcementof50Kg.byweight(0

.0342Cu.M)fordifferentproportionsofmixshallbeasunder:

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Gradeof Totalquantityofdryaggr Proportionoffineaggreg Qty of

egatebyvolumeper50Kg atetocoarseaggregate waterper50K

concrete s,ofcementto be taken gs.ofcement

as the sumof individual maximum

offineandcoarseaggrega

M-100(1:3:6) 300Liters Generally1:2forfineaggre

gatebyvolumebut

subject to and upperlimit

of 1:1/2 and lowerlimit

2.4 The water cement ratios shall not more than those specified in the above table.

Thecement content of the mix specified in the Table shall be increased if

thequantityofwaterinamixhastobeincreasedtoovercomethedifficultiesofplacementandcom

pactionsothatthewatercementratiospecifiedintheTable isnotexceeded.

2.5 Workabilityoftheconcreteshallbecontrolledbymaintainingawatercementratiothatis bound

to give a concrete mix which is just sufficiently wet to be placed and

compactedwithoutdifficultywith the meansavailable.

2.6 themaximumsize of coarseaggregateshallbeaslargeaspossiblewithin the

limitsspecifiedbutinnocasegreaterthansurroundallreinforcementthoroughlyandtofillthecor

ners oftheform.

2.7 Forreinforced

concretework,coarseaggregateshavinganominalsizeof20mmaregenerallyconsidered

2.8 Forheavilyreinforcedconcretemembersasinthecaseofribsofmainbeamsthenominal

maximumsizeofcoarseaggregate should usually berestricted to 5 mm

lessthantheminimumcleardistancebetweenthemainbars,or5mmlessthantheminimumcove

rtothereinforcementwhicheverissmaller.

2.9 Where the reinforcement iswidely spaced as in solid slabs, limitations of size of

theaggregate may not be important and the nominal maximum size may sometimes be

asgreaterthan the minimumcover.

2.10 Admixture may used in concrete onlywith approval ofEngineer-in-chargebased

upontheevidencethatwiththepassageoftime,neitherthecompressivestrengthofconcrete is

reduced norareotherrequisitequalitiesofconcreteandsteel impaired

bytheuseofsuchadmixtures.

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3.0 Workmanship:

3.1 Proportioning:Proportioningshallbedoneby volume, except cementwhich shall

bemeasured in terms of bags of 50 Kg. weight. The volume of one such bag being taken

as0.0342Cu.Meter.Boxes of suitablesizesshallbeusedfor measuring sand

aggregate.Thesizeoftheboxes(internal)shallbe 35cms x 25 cms.and40cms

deep.Whitemeasuring the aggregate and sand, the box shall be filled without shaking

orhammering.Theproportioningofsandshallbeonthebasisofitsdryvolumeandincaseofdamps

and,allowancesforbulkageshallbe made.

3.2.1 Forallwork,concreteshallbemixedin

amechanicalmixerwhichalongwithotheraccessoriesshallbekeptinfirstclassworkingcondition

andsomaintainedthroughoutthe construction. Measured quantity of aggregate, sand,

cement required for each batchshall be poured into the drum of the mechanical mixer

while it is continuously running.After about half a minute of dry mixing, measured

quantity of water required for eachbatch of concrete mix shallbeaddedgraduallyand

mixing continued foranotheroneand half a minute. Mixing shall be continued till materials

are uniformly distributed anduniform color of the entire mass is obtained and each

individual particle of the

coarseaggregateshowscompletecoatingofmortarcontainingitsproportionateamountofcem

ent. In no case shall the mixing be done for less than 2 minutes after all

ingredientshavebeenputintothemixer.

3.2.2 When hand mixing is permitted by the Engineer-in-charge for small jobs or for

certainother reasons, it shall be done on the smooth watertight platform large enough to

allowefficient turning over the ingredients of concrete before and after adding water.

Mixingplatformshallbeso arranged thatno foreign materialgets mixed with concrete

nordoes the mixing water flow out. Cement in required number of bags shall be placed in

auniform layer on top of the measured quantity of fine and coarse aggregate, which

shallalsobespread in alayer of uniformthickness on

themixingplatform.Drycoarseandfineaggregateandcementshallthenbemixedthoroughlybyt

urningovertogetamixturetouniformcolor.Specifiedquantityofwatershallthenbeaddedgradu

allythrougharose-canandthemassturnedovertillamixofrequiredconsistencyisobtained. In

hand mixing quantity of cement shall be increased by 10 percent above thatspecified.

3.2.3 Mixerswhichhavebeenoutofuseformorethan30minutesshallbethoroughlycleaned before

putting in a new batch. Unless otherwise agreed to by the Engineer-in-

chargethefirstbatchofconcretefromthemixtureshallcontainonlytwothirdsofnormal

quantity of coarse aggregate. Mixing plant shall be thoroughly cleaned

beforechangingfromonetypeofcementtoanother.

3.3 Consistency:

3.3.1 Thedegreeofconsistencywhichshalldependuponthenatureoftheworkandmethodsofvibratio

nofconcrete,shallbedeterminedbyregularslumptestsinaccordancewith

I.S. 1199-1959. The slump of 10mm to 25mm. shall be adopted when vibrators are

usedand 80mmwhen vibratorsarenotused.

3.4 Inspection:

3.4.1 Contractorshall give theEngineer-in-charge duenoticebeforeplacinganyconcreteintheforms

to permit him to inspect andaccept the false work andforms as to

theirstrength,alignment,andgeneralfitnessbutsuchinspectionshallnotrelievethecontractoro

fhisresponsibilityforthesafetyofmen,machinery,materialsandforresultsobtained.Immediat

elybeforeconcreting,allformsshallbethoroughlycleaned.

3.4.2 Centering design and its erection shall be got approved from the Engineer-in-

charge.Onecarpenterwithhelpershallinvariablybekeptpresentthroughouttheperiod

ofconcreting.Movementoflabourandotherpersonsshallbetotallyprohibitedforreinforcemen

tlaidinposition.foraccesstodifferentparts,suitablemobileplatforms

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shall be provided so that steel reinforcement in position is not disturbed. For

ensuringpropercover,mortarblocksofsuitablesizeshallbeprovidedsothatsteelreinforcement

inpositionisnotdisturbed.Forensuringpropercover,mortarblocksofsuitablesizeshall be cast

and tied to the reinforcement. Timber kapachi or metal pieces shall not beusedforthis

3.5 Transportingandlaying:

3.5.1 The method of transporting and placing concrete shall be as approved. Concrete shall

beso transported and placed that no contemination, segregation or loss of its

constituentmaterialtakesplace.

All form wok shall be cleaned and made free from standing water, dust, show or ice

immediatelybeforeplacingofconcrete.

No concrete shall be placed in any part of the structure until the approval of the Engineer-in-

chargehas been obtained.

3.5.2 Concreting shall proceed continuously over the area between construction joints.

Freshconcreteshallnotbe placed against concrete which has been in position

formorethan30 minutes unless a proper construction joint is formed. Concrete shall

compacted in itsfinal position within 30 minutes of its discharge from the mixer. Except

where otherwiseagreed to by the Engineer-in-charge concrete shall be deposited n

horizontal layers to acompacted depth of not more than 0.45 meter when internal

vibrators are used and notexceeding 0.30 meterinallothercases.

3.5.3 Unless otherwiseagreed to bytheEngineer-in-charge, concrete shallnot be

droppedintoplacefroma height exceeding

meters.Whentrunkingorchutesareusedtheyshallbe kept close and used in such a wayas to

avoid segregation. When concreting hasto be resumed on a surface which has hardened, it

shall be roughened, swept clean,thoroughly wetted and covered with a 13 mm thick layer

of mortar composed of

cementandsandinthesameratioasintheconcretemixitself.This13mmlayerofmortarshallbefr

eshlymixedandplacedimmediatelybeforeplacingofnewconcrete.Whereconcretehasnotfully

hardened,alllaitanceshallberemovedbyscrubbingthewetsurfacewithwireorbristlebrushes,c

arebeingtakentoavoiddislodgmentofanyparticles of coarse aggregate. The surface shall

then be thoroughly wetted, all free

waterremovedandthencoatedwithneatcementgrout.Thefirstlayerofconcretetobeplaced on

this surface shall not exceed 150 mm in thickness and shall be well

rammedagainstoldworkparticularattentionbeinggiventocornersandclosespots.

3.5.4 Allconcreteshallbecompactedtoproduceadensehomogeneousmasswiththeassistanceofvibr

ators,unless,otherwisepermittedbytheEngineer-in-

chargeforexceptionalcases,suchasconcretingunderwater,wherevibratorscannotbeused.Suf

ficient vibrators in serviceable conditionshall be kept at site so

thatspareequipmentisalwaysavailableintheeventofbreakdowns.

Concrete shall be judged to be compacted when the mortar fills the spaces between the

coarseaggregateandbeginstocreamuptoformanevensurface.Compactionshallbecompleted

beforetheinitialsetting starts i.e.within 30 minutes of addition ofwater

todrymixture.Duringcompaction,itshallbeobservedthatneedlevibratorsarenotappliedonrei

nforcementwhichislikelytodestroythebondbetweenconcreteandreinforcement.

3.6 Curing:Immediatelyaftercompaction,concreteshallbeprotectedfromweatherincluding rain,

running water, shocks, vibration, traffic, rapid temperature changes, frostand drying out

process. It shall be covered with wet sacking, hassain or other

similarabsorbantmaterialapproved,soonaftertheinitialsetandshallbekeptcontinuouslywetf

oraperiodofnotlessthan14daysfromthedateofplacement.Masonarywork

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overfoundationconcretemaybestartedafter48hoursofitslayingbutcuringofconcreteshallbec

ontinuedforaminimumperiodof14days.

3.7 SamplingandTestingofconcrete:

3.7.1 Samplesfromfreshconcreteshallbetakenasper I.S.1199-1959 andcubesshallbemade, cured

and tested at 7 days or 28 days as per requirements in accordance with I.S.516-1959. A

random sampling procedure shall be adopted to ensure that each concretebatch shall

have a reasonable chance of being tested i.e. the sampling should be

spreadovertheentireperiodofconcretingandcoverallmixingunits.Theminimumfrequencyofs

amplingofconcreteofeachgradeshallbeinaccordancewith following:

Quantityofconcreteint No. of Quantityofconcreteinthewor No.ofsamples

hework samples ks

1-5Cmt. 1 16-30Cmt.

51andabove4+oneadditionalforeachadditional50M.orpartthereof.

NOTE : At least one sample shall be taken from each shift.Tentestspecimens shall be

madefromeachsample, five fortestingat7 daysand

theremainingfiveat28days.Thesamplesofconcreteshallbetakenoneachdayoftheconcretinga

sperabovefrequency. The number of specimens may be suitably increased as deemed

necessary bythe Engineer-in-charge when procedure of tests given above reveals a poor

quality ofconcreteandinotherspecialcases.

3.7.2 The average strength of the group of cubes cast for each day shall not be less than

thespecified cube strength of 150 Kg/Cm2at 28days.20%of the cubes castfor each

daymayhave value less than thespecified strength provided the lowestvalue is

notlessthan85%ofthespecifiedstrength.Iftheconcretemadeinaccordancewiththeproportion

sgivenforaparticulargrade,doesnotyieldthespecifiedstrength;suchconcrete

shallbeclassified as belongingto the appropriatelower grade. Concrete

madeinaccordancewith the proportions given for a particular grade shall not, however,

beplacedinahighergradeonthegroundthattheteststrengtharehigherthantheminimumspecif

3.8.1 The Engineer-in-charge shall be informed in advance by the contractor of his intention

tostrike the form work. While fixing the time for removal of form work, due

considerationshallbe given to local conditions, character for the structure, the weather

and othercondition that influence the setting of concrete and of the materials used in the

Innormalcircumstances(generallywheretemperaturesareabove200C)andwhereordinaryco

ncrete is used, forms maybe struck after expiryofperiodsspecified in

itemNo9.1(A)forrespectiveitemofformwork.

3.8.2 All form work shall be removed without causing any shock or vibration as would

damagethe concrete. Before the soffit and struts are removed, the concrete surface shall

beexposed,wherenecessaryinordertoascertainthattheconcretehassufficientlyhardened.Ce

nteringshallbegraduallyanduniformlyloweredinsuchmannerastopermittheconcretetotakes

tressesdueto its ownweightuniformlyandgradually.Where internal metal ties are

permitted, the or their removable parts shall be extractedwithout causing any damage to

the concrete and remaining holes filled with mortar. Nopermanently embedded metal

part shallhave less than 25 mm cover to the

finishedconcretesurface.Whereitisintendedtore-usetheformwork,itshallbecleanedand

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made good to the satisfaction of the Engineer-in-charge. After removal of form work

andshuttering, the Executive Engineer shall inspect the work and satisfy by

randomchecksthatconcreteproducedisofgoodquality.

3.8.3 Immediatelyaftertheremovalofforms,allexposedboltsetc.,passingthroughthecement

concrete member and used for shuttering or anyotherpurposeshallbecutinside the cement

concrete member to a depth ofat least 25 mmbelowthesurfaceofthe concrete and the

resulting holes be filled by cement mortar. All fine caused by

formjoints,allcavitiesproducedbytheremovalofformtiesandallotherholesanddepressionsho

neycombspots,brokenedgesorcornersandotherdefectsshallbethoroughly cleaned,

saturated with water and carefully pointed and rendered true

withmortarofcementandfineaggregate mixed in theproportionsused

inthegradeofconcretethatisbeingfinishedandofasdryconsistencyasispossibletouse.Consider

able pressure shall be applied in filling and pointing to ensure thorough filling

inallvoids.Surfaceswhicharepointedshallbekeptmostforaperiodof25hours.

Ifrockpockets/honeycombs intheopinionoftheEngineer-in-chargeareofsuchanextent or

character as to effectthestrengthofthestructuremateriallyor to

endangerthelifeofthesteelreinforcement,hemaydeclaretheconcretedefectiveand

requiretheremovalandreplacementoftheportionofthestructureaffected.

4.0 Modeofmeasurementandpayment:

4.1 Theconsolidatedcubicalcontentsofconcreteworkasspecifiedinitemshallbemeasured. The

concrete laid in excess of section shown on drawings or as directed

shallnotbemeasured.Nodeductionshallbemadefor–

(a) Ends of dis-similar materials such as joints, beams, posts, girders, rafters,

purlinetrusses,corbels andstepsetc.upto500Sq.Cm.insection.

(b) Openingupto0.1Sq.M.

4.2 Therateincludescostofallmaterials,labour,toolsandplantrequiredformixing,placing in

position, vibrating and compacting, finishing, as directed, curing and all otherincidental

expenses for producing concrete of specified strength. The rate excludes

thecostofformwork.

4.3 Therateshallbeforaunitofonecubicmeter.

5.0 ITEMNo.5:-PaintingandletteringtheboardonbothsideofMSsheetwithathicknessof16 mm gauge

and letters by oil paint confirming with 2 coats of red oxide and oil paint

Itemincludesnecessarystagingcartingandtransportationorasdirectedbyengineerincharge(app.r

TherateshallbeforaunitofSmt.Basis

6.0 ITEMNo.6:-RepairingorRemovingofExistingBoardsandRe-

fixingthesamewiththehelpofrequiredmachinery.TheItemRateIncludesRepairing,Welding,Paint

ingetc…CompWork AsDirectedByEngineer In Charge. The Rate IncludesnecessaryStaging with

all toolsandtackleswithRequiredManpoweratanyHeight.

TherateshallbeforaunitofJob.Basis

ITEM No.7:Manufacturing and supplying barricades as per drgs consisting of(1) Outerframe

25 x 25 x 1.6 mm M.S.rectangular section (1.3 mtr wide and 1.1 mtrheight)

(2)Internal@ noextrapanelsconsists of20x 20x1.6mmM.S.Hollowrectangular

section withM.S. plates 2 mm thick ( size 1.3 mtr

x1.1mr)(3)2no0.3meterdia1.6mmthickroundM.S.plateforAMClogo.(4)4

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notrollywheels(5)RequireM.S.flateof20x5mmforfixingM.S.Rectangular sheet

and 5 mm Square bar for M.S. round sheet. (6) fixingthenecessary radium

sheet with radium letters as per instruction and AMC

logoonbothsidetheM.S.sheet

TheaboveitemshouldbemeasuredinNosandshouldbesuppliedasdirectedbyengineerincharge.

Contractor'sSign Addl.C.E.(westzone)

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MAHANAGARSEVASADAN,AMDAVADE

NGINEERINGDEPARTMENT

PERCENTAGERATETENDERANDCONTRACTFORWORKS

ADDITIONALINSTRUCTIONSTOPERSONSTENDERING

1. CompetencyofTendererNocontractwillbeawardedexcepttoresponsiblebidd

ercapableforperformingtheclass of

workcompleted.Beforetheawardofthecontract,anybidder may

berequiredtoshowthathehas the necessary facilities,

experience,abilityandfinancialresourcestoperformtheworkinsatisfactorym

ennerw ithinthetimestipulated.Contractormayberequired tofurnishthe

department with the statement as totheirexperience

andtheirfinancialstatus.

2. . Tendererwillbedeemedto have inspected the site and to have

satisfiedhimselfastothenatureofallworks, all existing roads water -way and

othermeansofcommunicationandaccesstoand from the site ofworkand

thebuildingthatmayberequiredfortemporarypurposeinconnectionwiththeconstructi

on,completion andmaintenance fothe works and must make hisownenquiries as

to work yard, sites, depot and dumps and astothe cquistionofsuchadditional sites

and areas asmaybe necessary for temporary

purposeforconstructing,completingandmaintainingtheworks.

Thetenderermustunderstandclearlytheratesquotedareforcompletedworksandinclud

eallcostduetolabour,scaffoldingplant,supervision,servicework, power, royalties

and octroietc. and includeallextrastocoverthecostofnightworki fan when required.

No claim foradditionalpaymentbeyondthepricesorrates quoted will be

entertained andthetenderwillnot be entitled subsequently to make may claim

onthegroundofmisrepresentationoronthegroundthathe was supplied with

informationgivenbyanyperson(

whetherthememberistheemployeeofEngineeringDepartmentofCorporationornot).An

yfailture onhispart to obtain allnecessaryinformationforthepurposeofmakinghis

tender and fi l ling theseveralprices and rates therein shall not relieve him

orliabilitiesarisingouto,orconsequentuponthesubmissionofthetender.

4. . TenderForms:-

Everyblankintheformoftenderandintheschedulemustbefilledupbythetendererandhemu

streturnthedocumentssentherewith.

5. . Erasures :-Persons tendering are informed that

noerasuresofalternationsbythemin the text of the documents sent herewith will be

allowed and any sucherasuresoralternationswill bedisregarded. I fthereis any error

in writing noover- writing should bedone,thewrongwordsorafigureshould be struck

outandthecorrectonewrittenaboveorneari tin unambiguous way,

Eachcorrectionshouldbeinitialed.

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CONTRACTORSTOPLEASEREADTHISCAREFULLY

1. . The ratefor i temsin Schedule ' B' must be given in words and f igures.

Amountofeachitemmustalsobeenteredin columnsand grand total

oftheamountmustbestruckoutbythetenderer.

2. . I fthetender is taken in favourofthecompany, apowerofattorneyin

favourofthepersonwhomayhave signed the tender for the company

mustaccompanythetender.

3. . Solvency Certificate ofaBankoraRevenueOfficer ofanamount upto20%

ofthetenderedcostplusthe amount ofworksonhandstill to be executed

willhavetoberoducedbytheContractor.

4. . Challanforearnestmoneymustaccompanythetender. Tenderer maypayearnest

money in the form of CROSSED Demand Draft of alocal Bank drawn

infavouroftheMunicipalCommissionerofMunicipal

Corporation,Ahmedabad.Earnestmoneyincashorbychequeshallnotbeaccepted.

TheContractorshallhavetofurnishIncomeTaxClearanceCertificatebeforetenderisacce

ptedandintimateassessmentnumberandwardunderwhichisassessed.

6. . Copies ofcertificateas regards previous experience i fanymust accompany

7. . DeclarationshowingallworksonhandwiththeContractor and the value

ofworksthatremaintobeexecutedineachcasemustaccompanytender.

8. . AllpagesofSchedule' A',' B'andspecificationsshouldbeinitialedbytheContractor.

9. . Allcorrections,erasuresand over writing should be initialed by theContractor.

10. DiscrepanciesandAdjustmentofErrors:Anyerrorinquantityoramountinschedule'

B'showingitemsofworkstobecarriedoutshallbeadjustedinaccordancewiththefollowing

(a) ) In theevent ofadiscrepancybetween description in words and figures

quotedbyatendererinthe ' rates' column, the description

inwordsshallprevail.

(b) ) In the event ofanerror occuringin the ' amount' column oftheschedule' B'

showing i temsof work, as a result of wrongmultiplicationoftheunit-

rateandquantity,theunits-rate shall beregardedas firm and multiplication

shall beamendedonthebasis oftherates.

(c) ) All errors in totalingin amount column and in carry forward

totalsshallbecorrected.

(d) ) Anyroundingoffofamountsagainst'items'or'totals'shallbeignored.

10. . (i) I tanypleasebenotedthattenderwill beconsideredasinvalid especially,

i ftherequirements asperinstruction. No. 1to10

abovearenotcomp liedwithbeforesubmitt ingthetender.Alsopleasereadcarefullyt

heface-sheetandGeneralRulesand

DirectionsfortheguidanceofContractorsofthisform.

( ii )Rightisreservedtorejectany oralltender ( s) without assigning

anyreason(s)thereof.

Thetenderwillbeliabletoberejectedouttightifthetendererhasfiledintenderdo

cumentsbyballpeninsteadinink.

11. Inadditiontotheabove,thnetenderwillalsobeliabletoberejctedoutrightif:

(i) ) The tenderer proposesanyalternationinthe works specifiedorinthet

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imeallowedforcarryingthe work oranycondition

orcorrectionmadeinanycodeormodeofschedule'B'orspecifications.

(ii) i) Anyofthepage/pagesofthetenderis/areremovedorreplaced.

(ii) i )All corrections, additions or pasted slips are not initialed

(iv) ) Anyerasureismadebyhiminthetender.and

(v) ) The tenderer or in the case of a fi rm, each partner or

thepersionholding the power of attorney there ofdoesnot sign

orthesignaturesis

/arenotattestedbyawitnessonpage 9the tender in the

spaceprovidedforthepurpose.

12. AcertificateofregistrationasapprovedContractor should be attached

12A. InrespectofthetendersfromtheCo-operativeSociety,a

solvency, certificate ofanamountequalto20% oftheamount of

theworkputtotenderwillhavetobeproducedalongwiththetenderora

certificateregardingtheborrowingcapacityofthesociety issued

bytheLegalAssistant,DirectorateCottageindustrieswillhavetobe

producedalongwiththetender.

13. . (1) Theseveraldocumentsformingthecontractarethe

essentialparts ofthecontract arequirementoccurring in one is asbindingas

though occurring in all they are intended to bemutually explanatory and

comp lementary and to described and provide for acompletework.

(2) ) In the event of any discrepancy, the several documents

formingthecontract or in any one document the following order

orprecedenceshouldapply:

(a) ) Dimensionandquantities:-

Drawingsapprovedforconstruction.(ii)

Schedule'B'ofthetenderform.

(iii) Specification.

Ondrawing,figured,dimensions, unless obviously, incorrect

willbefollowedinpreferencetoscaleddimension.

(i) ) Schedule '

B'ofthetenderform.(ii)Drawings.

(iii) Specifications.

Incaseofdefectivedescriptionorambiguity, the Engineer- in- Charge

shouldissuefurtherinstructionsdirectingin what manner the work is to

becarriedout, i tbeingunderstood that the best modern practiceisto befollowed.

TheContractorshouldforthwithcomplywithsuchinstructions.

14. TheContractorshould take noadvantageofanyapparenterror

oromissionindrawingsorspecificationsandtheEngineer- in- Charge shall make

suchcorrectionsandinterpretationsas necessary to fulfill the intent

oftheplantsandspecification.

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NameofWork: MuncipalCounsiliorShree,MLAShree,M.P Shree And other Budget

in Making of M.S. Board for Direction at Main Road for Different Societies &Chali's and

supplying Barricading Board in Nava Vadaj Ward at West Zone.(ARC).

DECLARATIONFORM

1. . I/ WeherebydeclarethatI/ Wehavevisitedtheandfullysequiredmyself/ourselves

withthelocalregardingmaterials, labourand other

factorspertainingtotheworkbeforesubmittingthistender.

2. . I/ WeherebydeclarethatI/ Wehavecarefullystudiedthe conditions ofcontract,

specification andother

tenderdocumentsofthisworkandagreetoexecutethesameaccordingly.

Date SignatureoftheContractor

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MAHANAGARSEVASADAN,AMDAVADDEPARTMENT

Name ofWork-: MuncipalCounsiliorShree,MLAShree,M.P Shree And other Budget in

Making of M.S. Board for Direction at Main Road for Different Societies &Chali's

and supplying Barricading Board in Nava Vadaj Ward at West Zone.(ARC)

GENERAL SPECIFICATION

(1) ) Theworkshallbecompletedwithin12Months

(2) ) The contractor shall beremainresponsible for Workmen’ scompensationi

fanywhensuch caseoccurs.Thecontractor shall arrange formed

iampasantnightandfencing and pagiand shall be responsible for any damage of l

i feand limb or property i f any happen, during the execution of work. In case

ofdisputefor unseen oroverlooked i temsthe decision of the city Engineer

shallbefinal. The contractor shall have to give site clean ofallrubbish

oncompletionofworkand have over the building with final finishing ofthework as

directed. Alltherejectedmaterials shall beremovedfrom site within 24 hours

bycontractoratthisrskandcost.

(3) ) For mixing mortar either for masonry orforplaster orfor any

otherpurposecontractor shall have to prepare through ofbiggersize and mix

themortarin the required proportion. In oncasehe shall be allowed to mix

themortareitheronfloororanyfinishedsurfaces.

Thecontractorshallhavetomakehisownarrangementforwaterrequiredfortheworkandshall

paythewaterchargesasperwatermeter.

(5) ) I fanyextra i tem crops up during the progress ofworkthe same shall

becarriedoutbythecontractor and heshallbe paid at the rate fixed by C. E. as

pertherateanalysisbasedoncurrentmarketrates.

(6) ) I finthe interest oftheCorporation i tis necessary to change either anysiteor

the design ofthepropose work the contractor shall carry out the

sameathisquotedrateswithout charges any extra and the contractor will have

tocarryout theworksand he will be paid at the rate quoted by him and no

claimforextraforsubsequentchangesmaybeentertained.

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(7) ) Retetionmoney at the rate of2 % shall be deducted from every

runningbillofthecontractorandwhichwill bepaidatthet imeoffinalbill, for works

costingMorethanRs.10-00lakhs.

(8) )The tender for the work shall remain open for aperiod( 120 )days from

thedateofopeningofthetenders for this work and that the tenderer shall not

beallowedtowithdrawonmodifytheofferonhisown during the period. I fanytenderer

withdraw or makes any modifications ( s) or addition ( s) in thetermsand

conditions of his tender not acceptable to the MunicipalCorporationtheMunicipal

Corporation shall without prejudice to any right

orremedybeatlibertytoforfeitinfullthesaidearnestmoneyabsolutely.

(9) ) As per CircularNo. MCR 2176 ( 96) 2418 ( ii ) GHH dated 31 - 03- 77issued

by Government of Gujarat contractors are requested to producetheirquarry

materials for construction work through legal sources. i .e.onlyformthequarry

lease holders, permit holder ormiddleman who satisfies

thecontractorastothelegalityofthesourceofpurchasebyhimonthesematerials.

(10) ) I ftheworki snot carried out within the specified t imelimit in clause no. 1the

penalty of0. 1 % per day of remaining work after Stipulated time l

imitandmaximum 10 % of remaining work for the entire period of delay

shallberecoveredfromtheimmediatebillspayabletothecontractor.

(11) ) Contractor hasto make his own arrangement for procurement of

steelandcement.

(12) ) Conditionaltenderwillnotbeaccepted.

Alltendersaretobesubmittedinduplicatewithoutwhichthetendersar

eliabletoberejected.

(15) ) Conditionofform B1Standard Specification ofmaterial&code

ofpracticewillbeapplicable.FormB1&B2canbeisavailableonwebsite.

Contractor’sSignatureAdd.CityEngineer(WestZone)

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