LABOUR WORK FOR LAYING HOTMIX MATERIAL AT DIFF T.P ROAD IN NAVA VADAJ WARD.

Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm thick, M-35 Grade of any size ; shape (Usually Uni-

Paver Blocks) using black trap good quality aggragate of 20 mm nominal size for footpath, parking areas, service lanes

andother areas as mentioned in the drawing / instruction of Engineer-in-Charge and/or his authorized representative.

Costincludes formworks using rubber mould, Rate providing and laying paver blocks as per required grading and specification.

Thepaver block shall be mechanically compacted. The work of paving blocks shall be executed in line and level by skill mason

offlooring work only. It should be laid in such a way that the no cutting of the paver block to be necessary. if cutting of

paverblock necessary then it should be cut by machine only and carting. The finished surface of the paver block shall have

resonablygood, plain finished. Paver blocks shall be compacted and shall be relaid if necessary. Gravel or such type of

materials shall notbe allowedfor production.Layingon50mmthick sandbedding.

• Layingon50mmthicksandbedding.

Excavation and compaction up to 300 mm in height for footpath paving in all sorts of soil murrum includingsorting

outsandstackingofusefulmaterialsstuffupto 50mt.

The scope of work includes manufacturing, supplying, and lying of precast paver blocks at various Retail outlets. The

workincludes: Verification of the existing site condition and advising our project in charge to lay suitable base course if

required.Contractors are required to satisfy themselves with quality of sub grade, sub-base course before the paver blocks are

laid andsuggest strengthening ifrequired.

Clearing the site by removing all obstacles such as stones, debris etc. for laying of paver blocks. Manufacturing of paver blocks

inyour plant as per requirements in technical specification enclosed. Supplying of paver blocks at site, including handling at

Laying of paver blocks at site as per requirement in technical specification on 50 mm thick sand bedding, within shortest

possibletime the site is public place hence care should be taken to ensure that the routine activities should not be disturbed. The

job oflayingmayrequired tobe carried outduringnightalso.

TestingofpaverblocksshallthroughreputedGovt./NonGovt.Testhouseonlyandsubmissionoftestresultsasperrequirements in

Technical Specifications. AMC reserves the right to carryout test at random. Cost for such tests to be borne byparty. The

contractor shall guarantee that all material and components designed, fabricated, supplied, and laid by him shall befree from any

type of defect due to faulty material and/or workmanship/erection for a period of One year from the date ofcompletion

ofwork.However,thecontractorone year'sshallrender freemaintenance.

TECHNICALSPECIFICATIONS:

PaverBlockManufacturingFacilities:

ThePaverBlock shallbemadeinfactorywithfollowingminimumfacilities:

ConcreteBlockmakingMachines:

The machine shouldbe capable of producinghighqualityPaverBlocks byobtaininghighlevelof compactionbyapplication of

hydraulic compaction and also by high intensity vibration to the moulds. The machine should haveautomaticcontrol

foruniformityinstrength.

ConcreteBatching&MixingPlant:(Notessential)

The concrete Mix Design should be followed for each batch of materials. The concrete ingredient should be mixed

inconcrete Batching & Mixing plant with minimum capacity of 30 cum/hour. The plant should equipped with

automaticcontrol panel formaintaining watercement ratiofrombatch to batch to obtain concrete of uniform quality

andstrength.Theplantshouldbeequippedwithadequatemechanismformechanizedloadingofrawmaterialsintomixer

andconveyorbeltfortransportationofconcretefrommixertoconcreteblockmakingmachinetomaintainqualityofwet cement.

Thefactoryshouldhavewelldesignedcuringareatoensureadequatecuringofpaverblocks.

Laboratory(Desirablebutnotessential):

The testing equipment should have required in the Laboratory as perthe

following:ACompression testingmachineofadequate capacity.

Othertoolsandequipmentfortestingrawmaterialsandpaverblocks.

Systematic record of test results of various paver blocks manufactured in the

factory.ConcreteMixDesignfor variousgradeofconcreteusedformakingofpaverblocks.

SpecificationsForColouredPaverBlocks:

Coloured concrete paver blocks shall be manufactured as per attached specifications using or equivalent

approvedcolourPigmentof“BAYER”Make“BAYFERROXIRONOXIDEPIGMENTS”withminimumcolourpigmentof3%byweight

of cement. The colour shade shall be “RED” as selected by AMC before commencement of the work. White cement

shallbe used for colored pavers to obtain the desired colour shade. The job also includes providing 50 mm thick sand

beddingto matchthe shadeofthe paverblock.

Thecolourofthepaverblockshallbeguaranteedagainstfadingofcolourforperiodof12monthsfromthedateoflayingofthe

Allothertechnicalspecifications&Procedurefortesting,laying&samplingofcolouredpaverswillbeasperattachment.

PaversBlockCharacteristics:

The concrete pavers should have perpendicularities after release from the mould and the same should be retained

untilthe laying. The surface should be reasonably smooth and of anti skid and anti glare type. The paver should have

uniformchamfers to facilitate easy drainage surface run off. The pavers should have uniform interlocking space of 2mm

to 3mmto ensure compacted sand filling after vibration on the paver Surface. The concrete mix design should be

followed foreach batch of materials separately and automatic batching plant is to be used to achieve uniformity in

strength andquality.The pavers shall be manufactured in single layer only. Skilled labour should be employed for laying

blocks toensure line and level of laying, desired shape of the surface and adequate compaction of the sand in the joints.

Thepavers shall be of cement gray colour without any pigment & for coloured pavers refer “specifications for

colouredpave`” The pavers are to be skirted all round with kerbing using solid concrete blocks of size 150mm X 250mm X

380mm.The kerbing should be embedded for 100mm depth. The concrete used for kerbing shall be cured properly for

PaverBlockDimensions:

Shape Unipaver,IshapeordirectedbyAddl.C.E.

Chamfer 4mmto6mmalongtopedges

Colour Naturalcementgreycolourwithoutuseofanypigment.

Forcolouredpaversrefer“specificationsforcolouredpavers”

DimensionalTolerance (+/-)2mmforlength&width,

(+/-)3mmforHeight(Thickness)

TestingofPaverBlocks:

SR.NO *TEST AverageValues Frequency

1. CompressiveStrength Min.35N/Sqmmfor60mm 250Smt/1Test

2. FlexuralStrength Minimum4.5N/Sqmm

3. AbrasionResistance Maximum1.5

4. WaterAbsorption Maximum5.80%

*Samplingandtestingprocedureasperenclosedspecifications

SamplingandTestingProcedureforPaverBlocks

INTERNAL–Averageofminimum3samplesper 5000Blocks.

SamplingforTesting

SamplingofPaverblocks.

Methodofsampling :

Before laying paver blocks, each designated section comprising not more than 50000 blocks, shall be divided into

tenapproximately equalgroups. Threeblocksshallbe drawnfrom each group.

Markingandidentification:

All samples shall be clearly marked at the time of sampling in such a way that the designated section of part thereof,

andtheconsignmentrepresentedbythesample,areclearlydefined.

The sample shall be dispatched to the approved test laboratory taking precaution to avoid damage to the paving intransit. Protect

the paving from damage and contamination until they have been tested. The testing shall be carried assoon as possible, after the

sample has been taken. As soon as practicable after sampling. The samples shall be stored inwaterat20degreeC5 degreeC for24

hourspriortotesting.

The item is to be executed as per instructions and to the entire satisfaction of Engineer-in-Charge and/or his

authorizedrepresentativeusingRubbermould andTablevibratorforKerb instead ofmechanicalpresssystem.

Extra rate for excavation of asphalt payment of any thickness including demolishing the asphalt carpet, metal, soling etc.complete

with stacking the materials as directed. The road surface of asphalt shall carefully be opened to full width asdirected by the

Engineer-in-Chargeand/or hisauthorizedrepresentative.

Excavationareashallbeproperlyidentifiedandmarkedinrectangularshape.Theroadcrustshallbeopeneduptoentire depth i.e. including

soling. All the materials shall be separately deposited in such a way and in places as may bedetermined by the Engineer-in-Charge

and/or his authorized representative. In case rubble not being so deposited orbeing mixed up with the excavated materials will

not be allowed for refilling. The cost of materials shall be charged fromthecontractor.The decision oftheC.E.shall befinal and

bindingtothecontract

For detailed specification for Laying of Paver Block on sand bedding, refer R & B Department booklet for

GeneralTechnicalSpecificationforbuilding works.

Therate shallbefor aunitofSMT

Providing and laying of interlocking grey paver blocks of high density 80mm thick made from M-40 grade concrete using 6 mm to

20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cement with contractor's

ownconcrete mixdesign asapproved by AMC, for parking, road. Cost Includes formwork, using rubber/FRP mould, laying

paver block as per required grading and specification laid paver block shall be mechanically compacted. The work

of the paving blocks shall be executed in lineand levelby skilledmason offlooring work only. It should be laid in such a way

that the no cutting of the paver block to be necessary. Cutting of paver block by machine cut only and carting to be done. The

Finished surface of the Paver Block shallhave reasonablygood plain finish. Paver blocks shall be compacted and shall be re-laid

if necessary. Gravel or such typeof materialsshall notbe allowedfor production. Laying on 5 Cms thick sand bedding.

Therate shallbefor aunitofSMT

Paver Block Providing and laying shot blasted Non - interlocking, Paverblocks ofspecified thickness, size, grade of

concrete and colour machine made and blasting by automatic shotblasting machineand highdensity ofas perapproved

sampleof approvedmake forfootpath, parking areas, service lanes,cross over and other areas as mentioned in the drawing.

Including providingand laying50 mm thick averave bedding layer of coarse sand below paver block as per required grading and

specification. Laid paver block shall be mechanically compacted. The work of the paving blocks shall be executedin lineand

levelby skilledmason of flooring work only. Small size of paver block with same specification shall be used at residue or at end.

It should be laid in such a way that the no cutting of the paver block to be necessary. If cutting of paver block shall be required

,than cut by machine only andlaying tobe doneby skilledflooring mason. The finished surfaceof thepaver blockshall

havecoarse sand Texture Finish. Pave blocks shall be compacted and shall be re-laid if necessary. Actual laidarea shallbe

paid without any wastage. (A) 60 mm thick M-35 grade Grey

Therate shallbefor aunitofSMT

Providing and laying shot blasted Non - interlocking, Paver blocks of specified thickness, size, grade of concrete and

colourmachine made and blasting by automatic shot blasting machine and high density of as per approved sample of

makeforfootpath,parkingareas,servicelanes,crossoverandotherareasasmentionedinthedrawing.Includingprovidingand

laying 50 mm thick averave bedding layer of coarse sand below paver block as per required grading and specification.

Laidpaver block shall be mechanically compacted. The work of the paving blocks shall be executed in line and level by

skilledmason of flooring work only. Small size of paver block with same specification shall be used at residue or at end. It

should belaidinsuchawaythatthenocuttingofthepaverblocktobenecessary.Ifcuttingofpaverblockshallberequired,thancutby

machine only and layingto be done by skilled flooring mason. Thefinished surface of the paver blockshall have coarsesand

Texture Finish. Pave blocks shall be compacted and shall be re-laid if necessary. Actual laid area shall be measured andpaid

without anywastage. (A) 80mmthickM-35grade Grey Paver block ofsize200mmx200mm.

Thescope ofwork:It includessupplying andlaying ofPrecastshot blastedbyautomaticshot blasting

machineinfactory(noton site)paver blocksatfootpath, parking area, servicelaneand other areas.

Theworkincludes:

Paverblock shouldbelaidoverpreparedsubgrade.

Clearingthesitebyremovingallobstaclessuchasstones,debrisetc.forlayingofpaverblocks.

Manufacturingofpaverblocksbyoneoftheapprovedsuppliersasperrequirementsintechnicalspecificationenclosed.

Supplying ofpaverblocks atsite,including handlingatbothends.Thetype ofpaverblockmaybe interlocking ornon-

Providingandlayingaverage50mmcoarsesandbeddingforlayingblocks.

Layingofpaverblocksatsiteasperrequirementintechnicalspecification,withinshortestpossibletime.

Testing of paver blocks through reputed Govt. /Non Govt. Test house and submission of test results as per

inTechnicalSpecifications.Clientreservestherighttocarryouttestatrandom.Costforsuchteststobebornebycontractor.

The contractor shall guarantee that all material and components designed, fabricated, supplied and laid by him

freefromanytypeofdefectduetofaultymaterialand/orworkmanship/erectionforaperiodoffiveyearfromthedateofcomp

letionofwork atindividualsites.However,thecontractorforfiveyearsshallrenderfree maintenance.

TechnicalSpecifications:

PaverBlockManufacturingFacilities:

ThePaverBlock shallbemadeinfactorywithfollowingminimumfacilities:

ConcreteBlockmakingMachines:

The machine should be capable of producing high quality Paver Blocks by obtaining high level of compaction by application

ofhydraulic compaction and also by high intensityvibration to the moulds. The machine should have automatic control panel

foruniformity instrength.

Concrete Batching & Mixing Plant: (Not essential) The concrete Mix Design should be followed for each batch of materials.

Theconcrete ingredient should be mixed in concrete Batching & Mixing plant with minimum capacity of 30 cum/hour. The

plantshould be equipped with automatic control panel for maintainingwater cement ratio from batch to batch to obtain concrete

ofuniformqualityandstrength.

The plant should be equipped with adequate mechanism for mechanized loading of raw materials into mixer and conveyor

beltfortransportation ofconcretefrommixertoconcreteblockmakingmachineto maintainquality ofwet cement.

Thefactoryshouldhavewelldesignedcuringareatoensureadequatecuringofpaverblocks.Steamcuringfacilityofthepaverblocksisprefera

Laboratory(Desirablebutnotessential):

Thefactoryshouldhavethefollowing:

Compressiontestingmachineofadequatecapacity.

Othertoolsandequipmentfortestingrawmaterialsandpaverblocks.

(1) Systematicrecordoftestresultsofvariouspaverblocksmanufacturedinthefactory.

(2) ConcreteMixDesignforvariousgradeofconcreteusedformakingofpaverblocks.

SpecificationsforColouredPaverBlocks:

ColourconcretepaverblocksshallbemanufacturedasperattachedspecificationsusingapprovedcolourPigmentofironoxideof

approved brand like Bayer, Tata etc. with minimum colour pigment of 3% by weight of cement. The colour shade shall be

asselected by Architect before commencement of the work. The job also includes providing 50 mm thick sand bedding to match

theshadeofthe paverblock.

The colour of the paver block shall be guaranteed against fading of colour for period of 12 months from the date of laying of

Allothertechnicalspecifications&Procedurefortesting,laying&samplingofColorpaverswillbeasperattachment.

PaverBlockCharacteristics:

Theconcretepaversshouldhaveperpendicularitiesafterreleasefromthemouldandthesameshouldberetaineduntilthelaying.

Thesurfaceshouldbereasonablysmoothandofantiskidandantiglaretype.Thepavershouldhaveuniformchamferstofacilitateeasydraina

ge surfacerunoff.

Thepaversshouldhaveuniform interlockingspaceof2mmto3mmtoensurecompactedsandfillingafter vibrationonthepaverSurface.

Theconcretemixdesignshouldbefollowedforeachbatchofmaterialsseparatelyandautomaticbatchingplantistobeusedtoachieveunifor

mityin strengthandquality.

Thepavers shallbemanufacturedinDoublelayeronly.

Skilledlabourshouldbeemployedforlayingblockstoensurelineandleveloflaying,desiredshapeofthesurfaceandadequatecompaction

ofthe sand inthejoints.

PaverBlockDimensions:

Layers Doublelayered,toplayerminimum8to10mm

Irregular(UniformShapewithnoHollowOrCracks)/asperdrawingCham

fer 4mmto6mmalong top edges

Colour NaturalcementgreyColour

withoutuseofanypigment.ForColourpaversrefer“specifica

tionsforColourpavers”

Dimensional (+/-) 2mm for length &

width,Tolerance (+/-)3mmforHeight(Thickness)

TestingofPaverBlocks:

* Samplingandtestingprocedureasperenclosedspecifications

Sampling&TestingProceduresforPaverBlocks:

INTERNAL – Average of minimum 3 samples per 10000 Blocks for compressive strength and water

absorption.EXTERNAL –Minimum 2Blocksper10000 blocksfor abrasion and flexure.

SamplingForTesting:SamplingfortestingofpaverblocksshallbedoneinaccordancewithAppendix-A.

CompressiveStrength:TestingforcompressivestrengthshallbeundertakeninaccordancewithAppendix-

B.Theaveragecompressivestrength oftheblockstested shall be30/40 N/Sq.mmasper thickness.

AbrasionResistance:TestingforabrasionshallbeinaccordancewithIS1237(SpecificationsforCementConcreteFloorTiles).

FlexuralStrength:Testingfor flexuralshallbeinaccordancewithIS1237(SpecificationsforCementConcreteFloorTiles).

WaterAbsorption:TestingforwaterabsorptionshallbeinaccordancewithIS2185:1979:PartI(SpecificationsforConcreteMasonry Units).

Method of sampling: Before laying paver blocks, each designated section comprising not more than 10000 blocks, shall

bedivided into five approximately equal groups. One block shall be drawn from each group i.e. 3 for internal testing and

forexternaltesting.

Marking andidentification:All samplesshall beclearlymarkedat thetime of sampling insucha waythat thedesignatedsections of

part thereof, and the consignment represented by the sample, are clearly defined.The sample shall be dispatched tothe

approved test laboratory taking precaution to avoid damage to the paving in transit. Protect the paving from damage

andcontamination until they have been tested. The testing shall be carried as soon as possible, after the sample has been taken.

Assoonaspracticableaftersampling.Thesamplesshallbestored inwaterat 20degree Cfor24hourspriorto testing.

SR.NO. *TEST SPECIFICATIONAverageValues

(AverageofMinimumFiveSamples/Site)

1. CompressiveStrength Min.30N/Sq.mmfor60mmthickandMin.40N/Sq.mm

2. FlexuralStrength Minimum3.80N/Sq.mmand4.5N/Sq.mmfor60and80

mmthickpaverblockrespectively.

3. AbrasionResistance Maximum1.5

4. WaterAbsorption Maximum5.80%

5. MinimumCementContent 380Kg/CumforM 30 concreteand430Kg/CumforM40concrete

Sampling&TestingProceduresforPaverBlocks:

INTERNAL – Average of minimum 3 samples per 10000 Blocks for compressive strength and water

absorption.EXTERNAL –Minimum 2Blocksper10000 blocksfor abrasion and flexure.

SamplingForTesting:SamplingfortestingofpaverblocksshallbedoneinaccordancewithAppendix-A.

CompressiveStrength:TestingforcompressivestrengthshallbeundertakeninaccordancewithAppendix-

B.Theaveragecompressivestrength oftheblockstested shall be30/40 N/Sq.mmasper thickness.

AbrasionResistance:TestingforabrasionshallbeinaccordancewithIS1237(SpecificationsforCementConcreteFloorTiles).

FlexuralStrength:TestingforflexuralshallbeinaccordancewithIS1237(SpecificationsforCementConcreteFloorTiles).

WaterAbsorption:TestingforwaterabsorptionshallbeinaccordancewithIS2185:1979:PartI(SpecificationsforConcreteMasonry Units).

Method of sampling: Before laying paver blocks, each designated section comprising not more than 10000 blocks, shall

bedivided into five approximately equal groups. One block shall be drawn from each group i.e. 3 for internal testing and

forexternaltesting.

Marking andidentification:All samplesshall beclearlymarkedat thetime of sampling insucha waythat thedesignatedsectionsofpart

thereof, andtheconsignment representedbythesample, areclearlydefined.

The sample shall be dispatched to the approved test laboratory taking precaution to avoid damage to the paving in

transit.Protect the paving from damage and contamination until they have been tested. The testing shall be carried as soon as

possible,afterthesamplehasbeentaken.Assoonaspracticableaftersampling.Thesamplesshallbestoredinwaterat20degreeC5degre

eC for 24hoursprior totesting.

TestForCompressiveStrength:

Testing Machine: The testing machine shall be of suitable capacity for the test and capable of applying the load of the

ratespecified.It shallcomply, asregardsrepeatabilityand accuracy,with therequirementsofclause2.1ofBS:1881-Part4.

Procedure: The sample specimen shall be tested in a wet condition after being stored for at least 24 hours in water maintained

atatemperatureof20 C+or–5 C.Beforethespecimensaresubmergedinwater,thenecessaryareashallbedetermined.

The plates for testing machines shall be wiped clean and any loose grit or other material removed from the contact faces of

thespecimen. Plywood, nominally 4 mm thick shall be used as packing between the upper and lower faces of the specimen and

themachineplatesand theseboardsshallbelargerthanthespecimen by the margin ofat least5mm

atallpoints.FreshPackingshallbeusedforevery specimentested.

Thespecimenshallbeplacedinthemachinewiththewearingsurfaceinthehorizontalplaneandinsuchawaythattheaxesofthespecimenare

alignedwiththose ofthemachine plates.

Theloadshallbeappliedwithoutshockandincreasedcontinuouslyattherateofapproximately15N/Sq.mmperminuteuntilno greaterload

can be sustained.Themaximumload appliedto thespecimen shallbe recorded.

CalculationofcorrectedstrengthforindividualBlocks:Thecompressivestrengthofeachblockspecimenshallbecalculatedbydividingthe

maximumloadby fullcrosssection area oftheblock andmultiplyingwith anappropriatefactorof:-

a) For100mmthickblocks–

b) For80mmthickblocks–1.18

c) For60mmthickblocks –1.06

CompressiveStrengthCalculation:Theaveragecorrectedcompressivestrengthforthedesignedblocksectionshallbecalculated.

4.0Methodoflaying:

Blocksshallbeplacedonthesandbeddingetc.whichwerewellrammedsoastoactasfirmbed.Blocksshallbelaidinsuchmannerthatnogapsh

allbeleftinbetween.Blockssolaidshallbecompactedbymeansofmechanicalcompactororequivalent

compacting method so as to obtain required finished surface. All the joints shall be matched and if any manufacturing defect

isdetectedthelotshallbereplacedandrelayingshallbedonewithoutanyextracostuptosatisfactionofEngineerincharge.

50 to 80mm thick coarse sand shall be laid as cushioning layer for arranging the paver blocks. Joints of the paver blocks shall

befilled withthe sand.

The paver blocks shall be laid properly on the prepared sub-base as per manufacturer's specification and as per Architect

andEngineer-in-charge'sinstruction.

Paver block shall be laid by the approved agency only. If manufacturer of the paver block providing the laying services, then

itshall be laid through the supplying agency only. The labourers for paver block fixing shall be skilled flooring mason only.

Onlycutting tool shall be used for cutting the paver block. Full depth cutting toll shall be used for proper finished surface after

cutting.Manualcutting orbreaking ofthe paver block isnot permitted.

After laying of the paver block fine sand shall be spread over it and paver block shall be compacted with mechanical

compactor.Any settlement or undulationinthelaid areashallbe repaired immediately.

ModeofMeasurementand payment:

Measurementshallbedoneasperactualarealaidwithoutconsideringanywastage.

TheMeasurementoftheitem shallbeinSqmtbasis.

Labour work of fixing kurb any design of central verge, (both side) footpath kurb, items includes necessary excavation,

asphaltcutting of any thickness, erecting in line and position and pointing with cement mortar (1:3), watering, etc complete,

fillingwithzarialongthesideofthekurb,thekurbstonefixpreparedwithbitumnioustopsurface,asdirectedbyengineerincharge.

Work shall be carried out as per item description including cost of all labour and materials etc. complete as

directed.General standardpracticeof layingof paverblockis applicable.

ThemeasurementsshallbeonRMT basis.

Providing and laying cement concrete 1:5:10 (1- Cement : 5- fine sand : 10- graded brick bat aggregates 40mm nominal

size)and curingcomplete.

Before starting the concrete the bed of the foundations trenches shall be cleared of all loose materials and watered and

rammedas directed. The proportion of cement, sand and hand broken stone aggregates shall be one part of cement, 5 parts of

coarsesand, 10parts of hand broken stone aggregates and shall so measured by volume. The concrete shall be mixed in a

mechanicalmixer at the site of work. Hand mixing may however be allowed for smaller quantity of work if approved by the

Engineer-incharge.WhenhandmixingispermittedbytheEngineer-

inchargeincaseofbreakdownofmachinery’sandintheinterestofthe work. itshall be carriedout on a water tight platform and care

shall be taken to ensure that mixing is continued until themass is uniform in colour and consistency. The quantity of water

shall be sufficient to produce a dense concrete of requiredworkability for the purpose. The concrete shall be handled from the

place of mixing to the final position in not more than 15minutes by the method as directed and shall be placed into its final

position, compacted and finished within 30 minutes of mixingwith water i.e. before the setting commences. The concrete shall

be laid in layers of 15 cms. to 20 cms. The concrete shall berammed with heavy iron rammers and rapidly to get the required

compaction and to allow all the gaps to be filled with mortar.After the final set, the concrete shall be kept continuously wet, if

required by pounding for a period of not less than 7 days fromthe date of placement The concrete shall be measured for its

length breadth and depth, limiting dimensions to those specified onplan or asdirected.

ModeofmeasurementsshallbeonCMTbasis

ProvidingTMTBarFE500DreinforcementforR.C.C.Workincludingbending,bindingandplacinginpositioncompleteuptofloortwolevel.

ForrelevantSpecificationofItemasperitemdescription&instructionofEngineer-in-Chargeand/orhisauthorizedrepresentative.

Modeofmeasurementsshall beonKgbasis.

ProvidingandCastinginsituordinarycement concrete M200 for R.C.C. Raftand cutt off walls including necessaryshutteringlaying,

vibrating,ramming andcuring complete.(B)Walls, fomtopof foundationlevel uptofloortwolevel(upto10ton).

ForrelevantSpecificationofItemasperitemdescription&instructionofEngineer-in-Chargeand/orhisauthorizedrepresentative.

Modeofmeasurementsshall beonCMTbasis.

Providing andsetting 50to 60 mm thick rougekotah stone water table in line, level and in required gradient including

mm thick beddcingin C.M.1:6 (1 Partof cement :6 Partof coarsesand) with sufficient ramming consolidation. Providing joints

in C.M. 1:3 (1 Part of cement : 3 Part coarse sand) and smooth pointing inC.M. 1:1 (1 Part of Cement, 1 Part of coarse sand)

including watering etc. complete and as per details in tender specification & as directed by engineer in charge.

Size : 1' x 1'(40 to 50 mm thick)

Modeofmeasurementsshall beon RMTbasis.

Labour workfor fixingany kindof pavingwith cementpointing in CM 1:2, including watering, ramming etc comp. as directed

Laying on Sand bedding as per requirement to fix theC.C.Block / Nibhada Stone in Line & Level.

Modeofmeasurementsshall beon SMTbasis.

For Water Table &Kerbon Sand bedding as per requirement to fix the C.C.Block / Nibhada Stone in Line & Level.

Modeofmeasurementsshall beon RMTbasis.

Construction of RCC nosing in central verge using M-200 grade cement concrete. The item includes cost ofcentering

&shuttering, reinforcement, both sidecement plasterin C:M 1:3 mortar&curing etc. complete. Half roundportion of the

nosing shall be made by using mild steel.

Modeofmeasurementsshall beon NO.basis.

Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement conctere work, using cement content

as per approved Design Mix manufactured in fully automatic batching plant and transported to site of work intransit mixer for a

lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing

and reinforcement including cost of admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of

concrete, improve work ability without impairing strength and durability as per direction of theEngineer-in-charge. Without Fly

Ash (Min cement level as per latest IS456 shall be maintained) (Cement level 400 kg )

Modeofmeasurementsshall beon CMT.basis.

Provdg. Form work of ordinary timber planking so as to give a rough finish incl. centering, shuttering, strutting and propping etc.

height of propping and centering below supporting floor to ceiling not exceeding 4 M & removal of the same for in situ reinforced

concrete and plain concrete work in

Modeofmeasurementsshall beon SMT.basis.

P/A Trimix with dewatering machine and floater machine on constructed RCC work incl.cost of machine and labouretc comp as

Modeofmeasurementsshall beon SMT.basis.

Making 15 mm groove in RCC work on road and filling it with polysulfiedselant and finished it good incl.alllabour charges etc

comp as directed.

Modeofmeasurementsshall beon RMT.basis.

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

Modeofmeasurementsshall beon DAY.basis.

Providing chotahathi or driver with fuel , to carry out different works during day/night for 8 hrs. shift. Work shall be carried out

as per the instructions of Engineer in charge 4 Nos of labour all necessary permit etc. comp. (For 8 hours shift )

Modeofmeasurementsshall beon SHIFT.basis.

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 CE sir )

Modeofmeasurementsshall beon HOUR.basis.

Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by using Operator, fuel, power Supply

etc. Complete as Directed. (No payment should be allowed for non working condition of machinery and for pipe line excavation

and M.H. work. Allowed only for break down work) (Based on Previously approved rate by C E sir )

Modeofmeasurementsshall beon HOUR.basis.

Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged brick work and repairing by brick masonry in

C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing MH sheet cover, removing the debris from MH and carting the

same as directed.

Modeofmeasurementsshall beonNOS.basis.

Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick masonry in C.M. 1:5 and plaster in C.M.

1:3 and fixing C.I. steps and existing chamber sheet cover, removing the debris from chamber and carting the same as directed.

Modeofmeasurementsshall beonNOS.basis.

Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

A. F.R.C. Extra HeavyDuty (EHD-35) ManholeCovers & Frames Cover : 728mm ø & 100 mm thick circular cover, 35.00 MT load

design, 100x2mm MS flat allround, 16mm ø plain round bar for lifting the cover & should be fitted with plastic cups. Frame :

560 mm ø clear opening, outer size- 888x888x175 mm. On the upper periphery of frame 25 x 3 mm wide MS flat should be

well embed in concrete to protect the edges of frame. FRC E.H.D.-35 manhole cover & frame described as above

B. F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø clear opening, The dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 : 2002 table

C. F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø clear opening, The dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 : 2002 table 1..

D. F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x 450 mm clear opening, The dimension of frame and cover as

per mentioned in Amend No.1 to IS 12592 : 2002 table

E. F.R.C. Light Duty [LD-2.5] Machinehole Covers & Frames-560mm ø clear opening, The dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 : 2002 table

Modeofmeasurementsshall beonNOS.basis.

Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to match exisisting road level in C.C. 1:2:4 and

finishing smooth, watering and protecting for 7 days etc. complete as directed. M.H. seat cover will be supplied byA.M.C.(from

Modeofmeasurementsshall beonNOS.basis.

Supplying, labour for break down repairing work for activities like excavation, disliting, removing debris from trench back filling

etc. comp. as directed by Eng.in charge.

Modeofmeasurementsshall beonNOS.basis.

Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt including excavation, B.B.C.C. (1:5:10), 23 cms

thick brick maso. wall in the prop. of CM (1:6) with 40 mm thick IPS flooring in the prop M15 at bottom and 15 mm thick cement

plaster inside the catch pit in the proportion of CM (1:3) with outjali etc. comp. as directed.

Modeofmeasurementsshall beonNOS.basis.

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening etc. comp.. As directed by

engineer in charge.

Modeofmeasurementsshall beonNOS.basis.

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

Production & Supply of WMM to site of

worksLayingof WMM

This work shall consist of laying and compacting clean, crushed, graded aggregate and granular material, premixed with water,

toa dense mass on a prepared sub-grade/sub- base/ base or existing pavement as the case may be in accordance with

therequirements of these Specifications. The material shall be laid in one or more layers as necessary to lines, grades and cross-

sectionsshownon the approved drawingsorasdirected bytheEngineer.

The thickness of a single compacted Wet Mix Macadam layer shall not be less than 75 mm. When vibrating or other

approvedtypes of compacting equipment are used, the compacteddepth of a single layer of the sub-base coursemay be upto

mmwith the approval ofthe Engineer.

PhysicalRequirements

Coarseaggregatesshallbecrushedstone.TheaggregatesshallconformtothephysicalrequirementssetforthinTable19-1.

Sevaliya/Timba/Ankodiyaspecialaggregateisonlyacceptable.

Ifthewaterabsorptionvalueofthecoarseaggregateisgreaterthan2percent,thesoundnesstestshallbecarriedoutonthematerialdelivered

to site asperIS:2386 (Part-5).

Table19-1:PhysicalRequirementsofCoarseAggregatesforWetMixMacadamforSub-base/BaseCourses

S.No. Test TestMethod Requirements

1. LosAngelesAbrasionvalueorA IS:2386(Part-4) 40percent(Max.)

ggregateImpact value

IS:2386(Part- 30percent(Max.)

2. CombinedFlakinessandElongationindices(To IS:2386(Part-1) 35percent(Max.)*

* To determine this combined proportion, the flaky stone from a representative sample should first beseparated out. Flakiness index is weight of flakystone

metal divided by weight of stone sample. Only the elongated particles be separated out from the remaining (non-flaky) stone metal. Elongation index

isweightofelongatedparticlesdividedbytotalnon-flakyparticles.Thevaluesofflakinessindexandelongationindexsofoundareaddedup

GradingRequirements

TheaggregatesshallconformtothegradinggiveninTable19-2.

Table19-2:GradingRequirementsofAggregatesforWetMixMacadam

ISSieveDesignation PercentbyweightpassingtheISSieve

Materialfinerthan425 micronshallhavePlasticityIndex(PI)notexceeding6.

The final gradation approved within these limits shall be graded from coarse to fine and shall not vary from the low limit on

onesievetothehighlimit ontheadjacentsieve orviceversa.

Construction Operations:-

Preparation ofBase

The surface of the sub-grade/sub-base/base toreceive the Wetmixmacadam courseshall be preparedtothe specifiedgradeand

camber and cleaned of dust, dirt and other extraneous material. Any ruts or soft yielding places shall be corrected in anapproved

manner and rolleduntil firmsurface isobtained.

Where the Wet mix macadam is to be laid on an existing metalled road, damaged area including depressions and potholes

shallbe repaired and made good with the suitable material. The existing surface shall be scarified and re-shaped to the required

gradeand camberbeforespreadingthe coarseaggregate forWetmixmacadam.

PreparationofMix

WetMixMacadamshouldbepreparedinanapprovedmixingplantofsuitablecapacityhavingprovisionforcontrolledadditionof water

and forced/positive mixing arrangement like pugmill or pan type mixer of concrete batching plant.For small quantity ofwet

mixwork,theEngineermay permitthemixingtobedone in concrete mixers.

Quantityof watershouldnotvaryfrom OMC determinedas perIS : 2720 (partVIII)bymore thanagreedlimit.The mixedmaterialshould

be uniformly wetand nosegregation should be permitted.

Immediately after mixing, the aggregates shall be spread uniformly and evenly upon the prepared subgrade/sub-base/base

inrequired quantities. In no case should these be dumped in heaps directly on the area where these are to be laid nor shall

theirhaulingover a partlycompleted stretchbe permitted.

The mix may be spread either by a paver finisher or motor grader or as per instruction of Engineer-in-Charge and/or

hisauthorized representative. For portions where mechanical means cannot be used, manual means as approved by the

Engineershall be used.The motor grader shall be capable of spreading the material uniformly all over the surface. Its blade shall

havehydrauliccontrolsuitableforinitialadjustmentsandmaintainingthesame soasto achievethespecifiedslopeand grade.

Thepaver finishershallbeself-propelled,havingthefollowingfeatures:

(i) Loadinghoppersandsuitabledistributionmechanism

screedshallhavetampingandvibratingarrangementforinitialcompactiontothelayerasitisspreadwithoutruttingorotherwisemarringth

e surface profile.

(iii) Thepavershallbeequippedwithnecessarycontrol mechanismsoas toensurethatthefinishedsurfaceisfreefrom surfaceblemishes.

The surface of the aggregate shall be carefullycheckedwithtemplates andall high or low sports remediedbyremoving oradding

aggregate as may be required. The layer may be tested by depth blocks during construction. No segregation of layer

andfineparticlesshouldbeallowed.Theaggregatesasspreadshouldbeofuniformgradationwithnopocketsoffinematerials.

Afterthemixhasbeenlaidtotherequiredthickness,gradeandcrossfall/camberthesameshallbeuniformlycompacted,tothefulldepthwith

suitableroller.Ifthethicknessofsinglecompactedlayerdoesnotexceed100mm,smoothwheelrollerof80to

100 kN weight may be used. For a compacted single layer upto 200 mm, the compaction shall be done with the help of

vibratoryrollerofminimum staticweightof80to100kNorequivalentcapacityroller.Thespeedoftherollershallnotexceed5km/h.

In portions having unidirectional cross fall/superelevation, rolling shall commence from the lower edge and progress

graduallytowards the upper edge. Thereafter, roller should progress parallel to the centre line of the road, uniformly over-lapping

eachpreceding trackbyatleastone thirdwidthuntil theentire surfacehas beenrolled.Alternate trips of the rollershallbeterminated

instopsatleast 1m away from any preceding stop.

In portions in camber, rolling should begin at the edge with the roller running forward and backward until the edges have

beenfirmly compacted. The roller shall then progress gradually towards the centre parallel to the centre line of the road

uniformlyoverlappingeach oftheprecedingtrack by at least one-third width untiltheentiresurfacehasbeen rolled.

Any displacement occurring as a result of reversing of the direction of a roller or from any other cause shall be corrected at

onceasspecifiedand/or removedandmade good.

Along forms, kerbs, walls or other places not accessible to the roller, the mixture shall be thoroughly compacted with

mechanicaltampers or a plate compactor. Skin patching of an area without scarifying the surface to permit proper bonding of the

addedmaterialshall notbepermitted.

Rolling should not be done when the subgrade is soft or yielding or when it causes a wave-like motion in the sub-

base/basecourse or subgrade. If irregularities develop during rolling which exceed 12 mm when tested with a 3 metre straight

edge, thesurface should be loosened and premixed material added or removed as required before rolling again so as to achieve a

uniformsurfaceconformingtothedesiredgradeandcrossfall.Innocaseshouldtheuseofunmixedmaterialbepermittedtomakeupthe

depressions.Rolling shall be continued till the density achieved is at least 98 per cent of the maximum dry density for

thematerialasdetermined by the method outlinedin IS :2720(Part-8).

Aftercompletion,thesurfaceofanyfinishedlayershallbewell-closed,freefrommovementundercompactionequipmentorany

compaction planes, ridges, cracks and loose material. All loose, segregated or otherwise defective areas shall be made goodto

the fullthicknessofthelayer andrecompacted.

Settinganddrying:

Afterfinalcompactionofwet mixmacadamcourse,theroadshallbeallowedtodryfor24hours.

OpeningtoTraffic

Preferably no vehicular traffic of any kind should be allowed on the finished wet mix macadam surface till it has dried and

thewearingcourse laid.

Surface Finish and Quality Control of

WorkSurface evenness:

ThesurfacefinishofconstructionshallconformtotherequirementsofClauseinItemNo.16&17&18.

Qualitycontrol:

ControlonthequalityofmaterialsandworksshallbeexercisedbytheEngineerasperTable19-3.

Table19-3:TestandFrequencyforMaterialsforWetMixMacadam

Type Test Frequency ISCode

ofConstructi (Asper CircularNo.66)

Wet Gradation Onetestper200Cu.m. IS:2386,Part-I-1963

MixMacada AggregateImpactValue Onetestper1000Cu.m. IS:2386,Part-IV

Combined Flakiness Onetestper500Cu.m. IS:2386,Part-I

andElongationIndices

Atterberg Limits of portion Onetestper200Cu.m. IS:2720,Part-V

ofaggregatespassing

Densityofcompactedlayer Onesetofthreetestsper IS:2720,Part-VIII

RectificationofSurfaceIrregularity

Where the surface irregularity of the wet mix macadam course exceeds the permissible tolerances or where the course

isotherwise defective due to subgrade soil getting mixed with the aggregates, the full thickness of the layer shall be scarified

overthe affected area, reshaped with added premixed material or removed and replaced with fresh premixed material as

applicableand recompacted. The area treated in the aforesaid manner shall not be less than 5 m long and 2 m wide. In no case

shalldepressionsbefilledup withunmixed andungraded materialor fines.

ArrangementforTraffic

Duringtheperiodofconstruction,arrangementsforthetrafficshallbeprovided.TheContractorshalltakeallnecessarymeasures for the

safety of traffic during construction and provide, erect and maintain such barricades, including signs, marking,flags, lightsand

flagmenasper instruction oftheEngineer-in-charge.

MeasurementsforPayment

Therateshallbe foraunit ofonecubic meter.

Dismantling the following including loading, unloading and disposal of unserviceable material for all lead or as directed by

Engineer-In-Charge and stacking the serviceable material and backfilling the resulting trenches and pits complete.

(Based on Previously approved rate by CE sir )

A. central verge -kerb stone

B. Dismantling tiled or stone floors laid in mortar including stacking of serviceable material and disposal of uservicalble

material with all lead and lifts

Therateshallbe foraunit ofRMT/SMT BASIS.

Applying priming coat over new steel and any other surface after and including preparing the surface by throughly cleaning,

oil,grease, dirt and other foreign matter and scoured with brushes fine steel wood, scrapers and sand paper with ready mixed

priming paint brushing red lead.

Therateshallbe foraunit ofSMT BASIS.

Painting one coats (excluding proming coat) on previously painted steel and other metal surface with enamel paint, brushing to

give an even shade including cleaning the surface of all dirt, duct and other foreign matter.

Therateshallbe foraunit ofSMT BASIS.

Labour work for fixing interlocking blocks / any kind of pavement on up to 50 mm th sand bedding, levelling, watering and

fixing in line & level as well cleaning the site etc.comp. as directed.

Therateshallbe foraunit ofSMT BASIS.

Reinstatement work for Central verge and footpath Kerb Stone

Therateshallbe foraunit ofRMT BASIS.

Painting Two Coats on divider and footpath curb surface / New Concrete Surface ( Painting two coats after filling the surface with

synthetic enamel paint in all shades on new plastered concrete surfaces)

Therateshallbe foraunit ofSMT BASIS.

ThecolourandworkmanshipshallbeinaccordancewiththeCodeofPracticeforpainting,andasspecifiedinthedrawingsorasdirected bythe

Materials:SyntheticenamelpaintshallconformtoIS.

The materials required for work of painting work shall be obtained directly from approved manufacturers or approved dealer

andbrought tothesite in maker'sdrums, kegsetc.withseal unbroken.

All materials not in actual use shall be kept properly protected, lids of containers shall be kept closed and surface of paint in

openor partially open containers covered with a thin layer of turpentine to prevent formation of skin. The materials which

havebecome stale or flat due to improper and long storage shall not be used. The paint shall be stirred thoroughly in its

containerbefore pouring into small containers. While applying also the paint shall be continuously stirred in smaller container. No

left overpaint shallbeput back intostocktins.When not in use, thecontainersshallbekept properly closed.

Ifforanyseasons,thinningisnecessary,thebrandofthinnerrecommendedbythemanufacturershallbeused.

The surface to be painted shall be thoroughly cleaned and dusted. All rust, dirt and grease shall be thoroughly removed

beforepainting is started. No painting on exterior or other exposed parts of the work shall be carried out in wet, damp of

otherwiseunfavorableweatherand all thesurfacesshallbe thoroughly dry beforepainting work isstarted.

Brushing operations are to be adjusted to the spreading capacity advised by the manufacture of particular paint. The paint

shallbe applied evenly and smoothly by means of crossing and laying off. The crossing and laying off consists of covering the area

overwith paint, brushing the surface hard for the first time over and then brushing alternately in opposite directions two or

threetimesand thenfinally brushing lightly in directionat rightanglesto the same.

In this process, no brushmarks shallbe left afterthe laying off isfinished. The fullprocess of crossing and laying

offwillconstituteone coat.

Each coat shall be allowed to dry completely and lightly rubbed with very fine grade of sand paper and loose particles brushed

offbefore next coat is applied. Each coat shall vary slightly in shade and shall be got approved from Engineer-in-charge before

nextcoat isstarted.

Each coat except the last cost shall be lightly rubbed down with sand-paper of fine pumice stone and cleaned of dust before

thenext coat is applied. No hair marks from the brush or clogging of paint puddles in the corners of panels angles of mouldings

etc.shallbe lefton the work.

Approvedbestqualitybrushesshallbeused.

Modeofmeasurements&payment:

AnytypeofC.C.Centralvergescurbssurfaceshallbe measuredunderthisitem.

All theworkshall be measurednot inthe decimalsystemas executedsubject to thefollowing limits unless otherwisestatedhereinafter:

(a) dimensionsshallbemeasuredtothenearest0.01metre.

(b) Areasshallbeworkedouttothenearest0.01Sq.metre.

No deductions shallbe madeforopenings not exceeding0.5 sq.mt. eachandnoadditionshallbe madeforpainting

tobeadings,mouldings, edges,jambs, soffits,etc. ofsuchopening.

Thedifferentsurfacesshallbegroupedintoonegeneralitem,areasofunevensurfacebeingconvertedintoequivalentplain

areasinaccordancewiththemode ofmeasurementforpayment.

The rate shall be for a unit of one SMT.

I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE ITEMS (AS PER STANDARD P.W.D. TECHNICAL

SPECIFICATION FOR THE ITEMS AND ALSO I HAVE THE BOOK OF THE SAME) AND AGREE TO ABIDE BY THEM.

IN CASE OF WHERE IS NO TECHNICAL SPECIFICATION FOR THE ANY ITEMS AVAILABLE, SPECIFICATION GIVEN BY THE

ENGINEER-IN-CHARGE SHALL BE FOLLOWED AND FOR THE SAME I AGREE TO ABIDE BY THEM.

SealandSignatureoftheBidder Add.CityEngineer(WestZone)

AmdavadMunicipalCorporation

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bntldhmuJtmœl–vrùbÍtul

vrùbÍtulÍtuljytuVem,

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

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

yu.yth.me. xuLzh- Nh<tu

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4. The contractor shall adhere to the maintenance schedule outlined in the tender

documents and comply with the prevailing AMC circulars issued from time to time.

TenderConditionsforA.R.C.Contractor For patch work

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vrùb Ítul - Esluh Ftðþ

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(4) su Ctdbtk vuaJfo fhJtlw &tg <u Ctdbtk «&b mœh Ctdlu fxh bNel îtht «tuvh hu¾xukdj y&Jt MfJuh btk fxekd fhe

mœh vuaJfo rmJtglt fxekd fhuj Ctdbtk ytJ<t J^tht lt ztbhlu sumece bNel y&Jt buLgwyje hebwJ fhJw <&t

ðgthctœ mœh mhVuN ¾jelekd fhe RbjNl M«u fhe vua Jfo fhJtlw &tg Au.

(5) vua Jfo œhBgtl ybwf ltlt yuhegt y&Jt ßgt htujh sR Nfu <ub lt ntuR mœh Ctdbtk ftuBvu¾xh bNel îtht

ftuBvufNl fhJtlw hnuNu.

(6) vuaJfo le &efluN 40 be be &e 50 be be le Jåau hnuJe stuRyu ,ftuR vK mkstudtubtk mœh &efluN 50 be.be. &e Wkae

&Je stuRyu lne yLg&t mœh vua ftuLx[t¾xhlt Fao <&t stuFbu hebwJ fhe lJtu vua Jfo fhJtlw hnuNu.

(7) vuaJfo le leau ytJ<e swœe swœe gwxejexe suJe fu vtKele jtRlltk JtÕJ , z[ulus jtRl lt bNel ntuj , auBch y&Jt

fuavex ftuRvK mkstudtubtk vua Jfole leau œctR sJt lt stuRyu sule btxu vuaJfo fhJtlt Ctdbtk ytJ<t gwxejexe lw

hSMxh cltJJt <&t jtufuNl btfo fhJtle hnuNu.

(8) cBv cltJJtltk ftb btk x[tVef Ft<t îtht cBv cltJJtltk yrC«tg ytÔgu&e 24 fjtf btk cBv cltJJt ykdu

ftgoJtne nt& ^hJtle &Nu.

(9) cBv cltJJt btxu zeÍtRl bwsc ltu Vhbtu cltJJtltu hnuNu. <ubs cBv ftuRvK mkstudtubtk 100 yubyub &e Watu &Jtu

lt stuRyu yLgt&t mœh cBv ftuLx[t¾xhlt Fao <&t stuFbu hebwJ fhe lJtu cltJJtltu hnuNu.

(10) cBv cltÔgu&e mœh ftbdehe le htºtu s mœh cBv Wvh xuBvhhe ÔntRx vxxt fhJtlt hnuNu.

(11) cBv cltJJt btxu xuf ftux <hefu çgwxebel dhb fhe lu M«u fhJtltu hnuNu. ftuRvK mkstudtubtk mœh cBv btxu xuf

ftux <hefu RbjÍl ltu Wvgtud fhJtltu hnuNu lne.

CONTRACTOR'S SIGNATURE AddCEWZ

& STAMP ( West Zone)

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

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

* 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

CONTRACTOR'S SIGNATURE Dy.CITY ENGINEER-2

& STAMP ( West Zone)