Construction of New Paver block and repairing work at Ghodasar Area & other area and different locations from municipal councilor budget and other budget of Isanpur ward of South Zone.

5 Estimated Cost put to Rs.9,99,301.72

6 Earnest Money Deposit Rs.9,994/-Demand Draft Or Bank Guarantee in favor of Municipal

Commissioner, Ahmedabad to be submitted as prescribed in tender.

7 Security Deposit 5 % of the Tender Amount in form of Bank Guarantee / Demand Draft in

favor of Municipal Commissioner, Ahmedabad to be submitted as

prescribed in tender.

8 Tender fees Rs.900/-Demand Draft in favor of Municipal Commissioner, Ahmedabad)

(Non refundable)

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

Tender Fees as described in the invitation of tender and submitted to Assistant

Manager(South zone), South zone office, Rambaug, Maninagar

10 Last date of online Online submission shall be on Dt. 02.03.2026up to 18.00 hours only. The

submission of Tenders. tenders received after this date and time will not be entertained under any

11 Last date of submission Physical tender documents with EMD and Tender fee without price bid

of Physical documents can be submitted up to Dt. 03.03.2026 up to 16.00 hours.

for the Tenders.

12 Date of Opening of Dt. 03.03.2026 up to 17.00 hours.at Asst. Manager, Admin Department,

Technical bid Shymaprasad Mukherji bhawan, Near Maninagar Fire Brigade,

Maninagar, Ahmedabad Municipal Corporation, Ahmedabad.

13 Mode of sending the Document shall be submitted in sealed envelope systems By RPAD/Speed

TenderDocuments post/ Hand Delivery in sealed covers in Duplicate ( One Original & One

Duplicate) duly sign & seal by contractor .

14 Terms, Condition, & All general condition of contract mentioned in tender shall be applicable.

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

expenses any defect which may developed or may be noticed before the

period mentioned here under from the certified date of completion, The

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

the contractor, the Engineer in charge may rectify or remove or re-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 they expenses, If any, incurred by him in rectification,

removal or re- execution. The defect liability period shall be as under (a)

for all works costing up to Rs. 50,000 (amount put to tender), the period

shall be three months from the certified date of completion. (b) for all

workscosting more than Rs. 50,000 and up to Rs. 1 crore (Amount put to

tender) ,the period shall be six (6) month from the certified date of

completion or one monsoon , which ever letter.(c) the major project

costing more than Rs. 1 crore , the period shall be 12 months from the

certified date of completion which should include one monsoon.(d) For

building works , the period specified in (a) ,(b) & (c) above or elapse of

monsoon period following certified date of completion,whichever is letter

. For the purpose of deciding the monsoon period, the 30 September may

be treated as the last date.

16 Compensation for Delay 0.1% per day delay of remaining work after the completion date but not

more than 10% of cost of remaining works.

17 Deduction of Retention Retention @ 2% of the value of work done will be deducted from each RA

Money from each RA bill. It will be released along with release of payment of Final Bill.

18 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.

19 For E.P.F. Act. As per Account department circular no.37, date-09/08/2018

20 GST As per AMC Finance Department Circular No. 38 dated 21-11-2022. The

Rates are Exclusive of GST. Prevailing GST will be paid separately.

21 Special Note Contractor shall deploy labours and materials at immediate basis in

case of any emergency work when conveyed by the staff via any way

of communication. Failing the same shall permit the staff to allot the

same work to another contractor and shall impose the penalty to the

approved contractor.

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

tenders without assigning anyreasons thereof.

Seal and Signature of the Bidder Add. City Engineer

AHMEDABAD MUNICIPAL CORPORATION

ENGINEER DEPARTMENT

TECHN ICAL SPECIFICATION

Name of Work:Construction of New Paver block and repairing work at Ghodasar Area & other area and

different locations from municipal councilor budget and other budget of Isanpur ward of

Dismantling the following including loading, unloading and disposal of unserviceable material

for all leador as directed by Engineer-In-Charge and stacking the serviceable material and

backfilling the resultingtrenchesandpitscomplete.

a. centralverge-kerbstone.

b. Dismantling tiled orstonefloorslaid in mortarincludingstackingof serviceable

materialanddisposalof unserviceablematerial withall leadandlifts.

c. Demolition&disposalofunserviceablematerialwithallleadandliftforunreinforcedc

d. Demolitionofbrickwork&stonemasonryincludingstackingofserviceablematerials

anddisposalof unserviceablematerials withallleadandlift(1)Incementmortar.

e. Demolitionincludingstackingofserviceablematerialsanddisposalofunserviceable

materials withall leadandlift.(I)R.C.C work.

The demolition shall consist of demolition of one or more parts of the structure as specified or

shown in thedrawings. Demolition implies taking up or down or breaking up. This shall consist

of demolishing whole orpartofwork includingall relevant

itemasspecifiedorshowninthedrawings.

The demolition shall always be planned before hand and shall be done in reverse order of the

one in whichthe structurewas constructed.Contractor isfullyresponsibleforproper

andsafedemolition.

Necessary dropping, shoring and under pinning shall be provided for the safety of the

adjoining work orproperty, which is to be left intact, before dismantling and demolishing is

taken up and the work shall becarriedoutinsuchawaythat nodamagesis caused

totheadjoiningproperty.

Wherever required, temporary enclosures or partitions shall also be provide 1. Necessary

precautions shallbetakentokeepthedustnuisancedownas andwherenecessary.

Dismantling shall be commenced in a systematic manner. All materials which are likely to be

damaged bydropping from a height or demolishing roof, masonry etc. shall be carefully

dismantled first. The dismantledarticlesshall beproperlystackedasdirected.

All materials obtained from demolition shall be the property of Government unless otherwise d

shall be keptinsafecustodyuntil handedover totheEngineer-in-charge.

Any serviceable materials, obtained during dismantling or demolition shall be separated out

and stackedproperly as directed, with all lead and lift. All unserviceable materials, rubbish etc.

shall b stacked as directedbytheEngineer-in-charge.

Oncompletionofwork,the siteshallbeclearedofalldebrisrubbishandcleanedasdirected.

Modeof measurements&payment :

Measurementsofallworkexcepthiddenworkshallbetakenbeforedemolitiondismantlingandnoall

owanceforincreaseinbulkshallbeallowed.Thedemolitionoflimeconcreteshallbemeasuredundert

his item. Specification for deduction for voids, openings etc. shall be on same basis as that

employed forconstructionofwork.

All work shall be measured in decimal system as fixed in its place subject to the following

limits, unlessotherwise stated hereinafter : (a) Dimensions shall be measured to the nearest

0.01 mt. (b) Area shall beworked out to the nearest 0.01 sq. mt. (c,d,e) Cubical connection shall

be worked out to the nearest 0.01Cu.m.

The rate shall include cost of all labour involved and tools used in demolishing and dismantling

includingscaffolding. The rate shall also include the charges for separating out and stacking the

serviceable materialsproperly and disposing the unserviceable materials with all lead and lift.

The rate also includes for temporarystoringfor the safety of the portion not required to be

pulled down or of adjoining property and providingtemporaryenclosures

orpartitionswhereconsiderednecessary.

The rate shall be for a unit of one cubic

metre.ForDismantlingofTiledFloor:

The relevant specifications shall be followed except the dismantling of tiled or stone floors laid

on mortarsshall be done Dismantling implies carefully taking up or down or these are fixed by

nail screws bolts etc. theshall betakenout with proper tools.

Modeof measurement &Payment :

The supporting materials such as joints beams if any etc. shall be measured separately. The rate

shall includestackingthe unserviceablematerials asdirectedwill leadandlift.

The rate shallbefora unitof(a)RMT(b)one sq.Meter(C)CMT

Excavation of asphalt pavement of any thickness with all sub layer including demolishing the

asphaltcarpet, metal, soiling using any type of road cutter and breaker machine (controlled

cutting) including costof

operator,fuel,&transportationetccompletewithstackingthematerialasdirected.

1. This specification covers the scope of cutting and breaking the asphalt, concrete roads,

paths etc. andmakinggoodtoitsoriginalcondition.

2. Wherever cutting is done across public paths, roads etc. the orders of materials excavated

shall bepreserved in well manner and reinstatement shall be done in the same order and

road brought to theoriginalcondition.Thecontractorshallmade upfor any

deficiencyin/materialathisowncost.

3. The cutting of road and paved yard shall be done as directed by the E-I-C, Ramming the sub-

grade forpiping work. The soling stones, spreading the metals to required thickness and

making water bound withstonedust/murrum asperrequirementshallbe

reinstatedtotheoriginalconditionathisowncost.

4. Therate includesfor

 Cuttingasphaltroad,waterboundmacadamandsolingandstackingusablematerialatsite.

 Ramming sub-gradefor layingpipelineandmakingasphaltroad in original condition

aftercompletionofwork.

 Labor,materials,toolsandplantsusedtocompletethe work.

5. The measurementshallbe forunit square meter. Thecutting portion shallbe measured for

itslengthandbreadth.

6. The rate includes tools, plants and equipments wherever necessary for cutting the

bituminous roadsurface up to required depth to fix the kerb and similar precast elements as

per specifications includingsorting the dismantled material, disposal of unserviceable

material and stacking the serviceable materialwithall lifts/depthandleads as

directedbyengineerincharge.

ThemeasurementshallbeinSqmtforbituminousroadsurface.

(A) Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged

brick worknd repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing

C.I. steps andremovingmanholecoveranddebrisfromMH andcartingthesameasdirected.

(A) upto0.15mt.(@TwoCoarse)

(B) upto0.35mt.(@FourCoarse)

Relevant specification shall be followed as per item description : Repairing damaged M.H. and

uptoroadlevelincl.removingdamagedbrickworkandrepairingbybrickmasonryinC.M.1:5andplast

C.M.1:3andfixingC.I.stepsandexistingMHsheetcover,removingthedebrisfromMHandcartingthesame

Themeasurementshall beinNos. basisManhole.

Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick masonry in

C.M. 1:5and plaster in C.M. 1:3 and fixing C.I. steps and removing existing chamber sheet cover,

removing thedebrisfromchamberandcartingthesameasdirected.

Relevant specification shall be followed as per item description : Repairing damaged I.C./

Raising removingdamaged brick work and repairing by brick masonry in C.M. 1:5 and plaster in

C.M. 1:3 and fixing C.I. stepsandexistingchambersheetcover,removingthedebrisfrom

chamberandcartingthesameasdirected.

ThemeasurementshallbeinNos.basisofI.C.

Conveyancechargeofearth,lime,murrum,buildingrubbish,manure,garbage,sludge,excavatedrock,flyas

h,aggregatesof anykindIncludingspreading&levellingetc.complete.

• (e)Lead From4Kmto5Km

• (f)LeadFrom 5Kmto10Km

• (g)LeadFrom10Kmto15Km

Disposalofearth,lime,murrum,buildingrubbish,manure,garbage,sludge,excavatedrock,flyash,

aggregatesof anykindissubject tothefollowing:

Unsuitable materials obtained from clearing site and excavation shall be disposed off within a

lead of 200meters or as per instruction given by Engineer in charge. Useful materials obtained

from clearing site andexcavation shall be stacked and used within the work site. Internal

conveyance above 200 mt within the worksite i.e. From starting chainage to End chainage of a

given road WILL NOT BE PAYABLE. Materials suitable forconstruction of Embankment, earthen

shoulder and subgrade shall be stacked at convenient places within awork site for reuse. No

extra payment will be paid to the contractor for stacking of earth within the work siteand reused

for the construction of Embankment layer, sub grade and earthen shoulder purpose. Only

surplusearth shall be disposed off outside the work site as per instruction given by Engineer-In-

charge.Useful stonesfrom rock excavation shall be stacked nearly within a lead of 50 M. and will

be allowed to be used by thecontractor on payment at rates laid down in the contract or if not so

aid down, at schedule of rates of theDivisionor atamutuallyagreedrates ifthereareno suchrates

intheScheduleof rates.

Ifsurplusmaterialsarerequiredtobeconveyed

outsidetheworksitei.e.Outsideconveyancefromaparticular stretch of given road will be paid in

this item as per instruction of Engineer in charge. No bulkage

ofdisposedearthwillbeconsideredforthepayment.

The rate shall be for a unit of one cubic meter.

ProvidingF.R.C. MHseatcover incl.carting totheworksiteetc.comp. Directed.

a.F.R.C.Extra HeavyDuty (EHD-35)MachineholeCovers.Cover:728mmø&100mmthickcircularcover,

35.00MTloaddesign,100x2mmMSflatallround,16mmøplainroundbarforliftingthecover&should

befittedwithplasticcups.

Cover shall be well casted and having good finishing. It shall be made from M300

grade.Concrete with morethan 0.5% fiber by weight of concrete as mention in IS:12592:2002.

Three coats of Black bituminous /anticorrosive paint must be applied on back side of covers.

Each cover and frame shall be marked

withmanufacturestrademark/loadinggrade,monthandyearofmanufacturing(markingshowninI

S:12592:2002). The cover should be embossed with chequered design. Transportation

expenses will beborne by the contractor. IS:12592:2002 shall be followed for Production and

Testing of Frame and cover.Thesectional weight

ofconcreteofeachitemshouldbe2400to2500kg./cu.m.

The rate shall be for a unit of per Nos.

CartingandFixingM.H.,ChamberorCatchpitSeatandCoverinlineandleveltomatchexistingroad level

in C.C.1:2:4and finishing smooth,wateringand protectingfor7days etc.complete

asdirected.M.H.seatcoverwillbesuppliedbyA.M.C.(fromanystore)

The rate shall be for a unit of per Nos.

Providing and fixing cast iron machine hole frame of weight 80 to 85 kg suitable for existing EHD-35

FRCMH cover, rate also incl.loading, unloadingand fixing the frame in line and level to matchexisting

roadlevelin C.C.1:2:4andfinishing smooth, watering and protecting for 7 daysetc. complete as

perinstructionbyengg.incharge.

TheItemshallbecarriedasperItemmentionedintenderdocumentandasperinstructionofEngineer-in-

Chargeand/or his authorizedrepresentative.

Themodeofpaymentforthis item shall beonKgs. BasisbasedonactualweightofMachine holeframe.

Constructing Bombay Pattern Type Catch Pit of size 600 mm x 600 mm & depth up to 1000 mm

includingexcavation, B.B.C.C. (1:5:10), 23 cms thick brick masonry wall in the prop. of CM (1:6)

with 40 mm thick IPSflooring in the prop M15 at bottom and 15 mm thick cement plaster

inside the catch pit in the proportionof CM(1:3)without jalietc.comp.asdirected byE.I.C.

600mmx600mmx1000mm Depth

FordetailedspecificationreferclauseNo.24.44.1ofR&BDepartmentbookletforGeneralTechnicalSpecif

icationforbuildingworks

• ExtraDepthofCatchpitsize600mmx600mmforeveryadditionaldepthof100mmorPartt

hereof beyond1000mm depthupto1500mmdepth

FordetailedspecificationreferclauseNo.24.46ofR&BDepartmentbookletforGeneralTechnicalS

pecificationforbuildingworks.

Modeofmeasurementandpayment

Thecontractorshallberesponsibleforanylossordamagetothecatchpituptotheendofwork.Heshalla

lso beresponsiblefor thecleaningall bituminousmaterial fromthecatchpit.

Therateshallbeforaunitof oneNo

CatchPitJaliFixingP/FFRCcatchpitjaliwithframe600mmx600mmclearopeningetc.comp..AsdirectedbyEn

gineer-in-Chargeand/orhisauthorizedrepresentative.

FordetailedspecificationreferclauseNo.24.35ofR&BDepartmentbookletforGeneralTechnicalS

pecificationforbuildingworks.

Thecontractorshallberesponsibleforanylossordamagetothecatchpituptotheendofwork.Heshallalsobe

responsibleforthecleaningallbituminousmaterialfrom thecatchpit.

The rateshall befora unitofone No.

Boxcuttingtheroadsurfacetoproperslopeandcamberformakingabaseforroadworkincludingremoving

theexcavatedstuffanddepositingontheroadsideslopeasdirectedupto200Mt.lead.

Any soil which generally yields to the application of ackaxes and shoves, phawaras rakes or any

such ordinaryexcavatingimplementororganicsoil,gravelsilt,sandturfloam, clay,peatetc.,

fallunderthiscategory.

Clearingthesite :

The site on which the structure is to be built shall be cleared and all obstructions, loose stone,

materials andrubbish of all kind, bush, wood and trees shall be removed as directed. The

materials so obtained shall beproperty of the Government and be conveyed and stacked as

directed. within 200 M. lead. The roots of thetreescominginthesidesshall becutandcoatedwitha

Therateofsite clearance isdeemedto be includedinthe rateofearthworkforwhichno extrawillbe paid.

After clearing the site, the center lines will begiven bytheEngineer-in-charge. Thecontractor

shall assumefull responsibility for alignment, elevation and dimension of each and all parts of

the work. Contractor shallsupply laborers, materials, etc. required for setting out the reference

marks and bench marks and shallmaintainthemas longas requiredanddirected.

The excavation in foundation shall be carried outin true line and level and shall have the width

and depth asshown in the drawings or as directed. The contractor shall do the necessary shoring

and shutting or providingnecessary slopes to a safe angle, at his own-cost. The payment for such

precautionary measures shall be paidseparately if not specified. The bottom ofthe excavated

area shall be 1 evened both longitudinally andtransversely. as directed by removing and

watering as required. No earth filling will be allowedfor bringing itto level, if mistake or any

other reason excavation is made. deeper or wider that shown on the plan ordirected. The extra

depth or width shall be made up with concrete of same proportion as specified for

thefoundation concrete at the cost of the contractor. The excavation up to 1.5 m. depth shall be

measured underthis item.

Disposalof theexcavatedstud:

Theexcavatedstuffoftheselectedtypeshallbeusedinfillingthetrenchesandplinthorlevelingthegrou

ndin layer including ramming and watering etc. The balance of the excavated quantity shall be

removed by thecontractorfromthesiteofworktoa placeasdirectedwithleadupto200M.andall lift.

Modeofmeasurement andpayment :

Themeasurementofexcavationintrenchesforfoundationshallbemadeaccordingtothesectionsoftre

nches shownon thedrawingoras persectionsgivenbytheEngineer-in-charge. Nopaymentshall

bemader surplus excavation made in excess of above requirements or due to slopping and

sloping backas foundnecessaryonaccountof conditions ofsoil , andrequirementsofsafety.

The rate shall be for a unit of one cubic meter.

Providingandlayingcementconcrete1:5:10(1-Cement:5-finesand:10-

gradedbrickbataggregates40mm nominalsize)andcuringcomplete.

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

materials andwatered and rammed as directed. The proportion of cement, sand and hand

broken stone aggregates shall beone part of cement, 5 parts of coarse sand, 10parts of hand

broken stone aggregates and shall so measuredby volume. The concrete shall be mixed in a

mechanical mixer at the site of work. Hand mixing may howeverbe allowed for smaller quantity

of work if approved by the Engineer-incharge. When hand mixing is permittedby the Engineer-

in charge in case of breakdown of machinery’s and in the interest of the work. it shall becarried

out on a water tight platform and care shall be taken to ensure that mixing is continued until the

massis uniform in colour and consistency. The quantity of water shall be sufficient to produce a

dense concrete ofrequired workability for the purpose. The concrete shall be handled from the

place of mixing to the finalposition in not more than 15 minutes by the method as directed and

shall be placed into its final position,compacted and finished within 30 minutes of mixing with

water i.e. before the setting commences. Theconcrete shall be laid in layers of 15 cms. to 20 cms.

The concrete shall be rammed with heavy iron rammersand rapidlytoget therequired

compaction and toallow all thegaps to befilled with mortar. After the finalset, the concrete shall

be kept continuously wet, if required by pounding for a period of not less than

daysfromthedateofplacementTheconcreteshallbemeasuredforitslength

breadthanddepth,limitingdimensions tothosespecifiedonplanor asdirected.

Mode of measurements shall be on CMT basis

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation

WatershallconformtoM-1.

CementshallconformtoM-3.

SandshallconformtoM-6.

CoarseAggregate

CoarseAggregateshallconformtoM-12.

1.0 Workmanship

PWDspecificationsclauseno.4.2.1to4.2.14shallbefollowed.

Before commencing the concreting, the depth and width of the excavated foundation shall

bechecked as per the drawing. The bed of foundation trenches shall be cleared off of all

loosematerials,levled,wateredandrammed,asdirectedbyengineer-in-charge.

Thecostoftheformworkshallbeincludedorexcludedaspertheitemdescription.

Contractor shall give the Architect and Engineer-in-charge due notice before reinforcement barsare

placed in position, to permit him to inspect and accept the false work and forms as to theirstrength,

alignment and general fitness but such inspection shall not relieve the Contractor of hisresponsibility

for the safety of men, machinery, materials and for results obtained.

Immediatelybeforeconcreting,allformsshallbethoroughlycleaned.Contractorshallproperaccesswithrailing

forinspectionofwork.

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

Sufficientcarpenterwithhelpershallinvariably

bekeptpresentthroughouttheperiodofconcreting.Movement of labour and other persons shall be totally

prohibited after reinforcement is laid inposition. For access to different parts, suitable mobile platforms

shall be provided so that

steelreinforcementinpositionisnotdisturbed.Forensuringpropercover,mortarblocks/PVCcoverofsuitable

sizeandthicknessasperthedrawingshallbetiedtothereinforcement.Timber,kapachi

orstonepiecesshallnotbeusedforthispurpose.ForexposedconcretemembersPVCblocksofgreycolorshallon

All formwork shall be cleaned and made free from standing water, dust, snow or ice

immediatelybefore placing of concrete. No concrete shall be placed in any part of the structure until

theapprovalof theArchitectandEngineer-in-chargehasbeen obtained.

FormworkforExposedconcretesurface(Ifindicated)

Allverticalmembersforformworkshallbeofsteellikeacroprops,Hframes/cuplocksystemetc.Care shall

be taken to set all formwork in perfect line, level (or in required camber or slope

asspecified)andplumb.Formworkproppingshallbestrong,rigidandsturdy.Theformworkshallbeasperpatte

rn,designshownindrawings.Formworkshallbedoneaccuratelyandpreciselysoastoachieveneat,cleanands

moothconcretesurface,inline,levelandplumb.Clinks,twists,offsets,warps,rivetingetc.inplatesorformsshall

notbeallowed.Beforeplacingconcrete,formsshallbethoroughlycleanedoffofallrust,dustandloosematerials.

Mouldreleaseagentofapprovedmakeor as per the Architect / Engineer in charge shall be applied on

sheathing before placing thereinforcement steel. Also the formwork material will be of laminated

plywood/best quality

steelsheathingoranysortofsuchmaterial,asapprovedbytheArchitect,sothatallexposedconcretesurfaces

have uniform colour and texture. After deshuttering, all concrete surfaces shall beproperly rendered

with sand paper or emery stone. The sample of the exposed concrete shall

begotapprovedbythearchitectorengineerincharge.

Forwallsandcolumns,thesheathingplatesshallbeboltedwithspecialnutsandbolts-springcoilsand PVC cone

spacer. No through bolts shall be allowed for basement walls and water

retainingstructureforwhichnoextraamountshallbepaidfor.

For all kind of exposed concrete work only one brand (to be approved by the Architect orEngineer-

in-charge)ofcementshall beused.

For exposed concrete element specified in the drawing, steel shuttering made out of CR

MSsheetnotlessthan2mmthickness(14guage)orlaminatedplywoodnotlessthan12mmwithMSanglesteels

upportingframeworkshallbeused.

Forotherconcreteshutteringmaterialshallbeasfollows:

 Columns:Mouldsfrommarineplywithwoodenbattensorsteelplates

 Straightwalls/Curvedwallinplan:Marineplywoodwithwoodenbattens/Acromakeorequivalentmak

esteelplates andsoldiers.

 Beam:steelplatesandmarineplywithbattens

FormworkforExposedWork

Exposed / Ordinary fair finished formwork for walls, columns, beams of basement

andwaterretainingstructures

For water retaining structure the shuttering plates on either side shall be bolted with tie rodsmade from

spring coils on either side, welded with two nos. 8mm MS rods. PVC cone shall beplaced on either side of

the tie rod. The whole tie rod assembly along-with PVC cone shall beplaced/fixed with special type of

bolts on either side of the shuttering plates. Length of the tie rodalong-with PVC cone shall be equal to

thewidth / thickness of the element to be shuttered.Holes of cones shall be filled with rich cement

mortar (1:1) and bonding agent in recommendedproportion.

2.3.5.1Exposed/OrdinaryfairfinishedformworkForwalls,columns,beamsofSuperstructure

For walls, columns and beams, the shuttering plates on either side shall be bolted with throughtie rods

made fromround bars minimum12 mmwith heavy quality PVC sleeves and minimum25 mmthickPVC

cones on either side ofthe sleeve. The whole tie rod assembly along-withPVC cone shall be placed /fixed

with through bolts on either side of the shuttering plates. Holesof cones shall be filled with rich cement

mortar (1:1) and bonding agent in recommendedproportion.

Samplingandtestingofconcrete

Thecontractorshallsetupasitelaboratorytocarryoutvarioustestsasspecified.Thelaboratoryshallinclud

eequipmentslikecubetestingmachine,slumpcone,cubemouldsforconcreteand

mortar,mechanicalbalance,sieveset,flakinesstestingapparatus,corecutteretc.

SamplesfromfreshconcreteshallbetakenasperIS:1199andcubesshallbemade,curedandtested at

days or 28 days as per requirements in accordance with IS : 516. A random

samplingprocedureshallbeadoptedtoensurethateachconcretebatchshallhaveareasonablechanceofbeing

tested i.e. the sampling should be spread over the entire period of concreting and cover

allmixingunits.Theminimumfrequencyofsamplingofconcreteofeachgradeshallbeinaccordancewithfollow

Qty.ofconcreteinthework No.ofsamplesofconcretefortestingat28day

51andabove 4+oneadditionalforeachadditional50m3orpartthereof.

NOTE : Atleast 1 sample shall be taken from each shift. Three test specimens shall be made for

eachsample for testing at 28 days. Additional samples must be taken to determine strength at 7 or

3daysoratthetimeofstrikingtheformwork,ortodeterminethedurationofcuring,ortocheck thetesting error.

The samples of concrete shall be taken on each day of the concreting as per abovefrequency. The

number of specimens may be suitably increased as deemed necessary by theArchitect and Engineer-in-

charge when procedure of tests given above reveals a poor quality ofconcreteandinotherspecialcases.

The test results of the sample shall be average of the strength of 3 specimens. The

individualvariationshallnotbe15%oftheaveragestrengthofthesample.Thecompressivemeanstrengthfor

the group of 4 non-overlapping consecutive test results shall be as per col. 2 table 11 of

IS456:2000andindividualtestresultsshallbeaspercol.3oftable11ofIS456:2000.

The Architect and Engineer-in-charge shall be informed in advance by the Contractor of hisintention

to strike the formwork. While fixing the time for removal of formwork, due considerationshall be given

to local conditions, character of the structure, the weather and other condition thatinfluence the setting

of concrete and of the materials used in the mix. In normal circumstances(generally where temperature

are above 20OC) and where ordinary concrete is used, forms maybe struck after expiry of periods

specified in IS 456:2000 11.3.1 page 25 for respective item offormwork.

All formwork shall be removed without causing any shock or vibration as would damage

theconcrete. Before the soffit and struts are removed, the concrete surface shall be graduallyexposed,

where necessary in order to ascertain that the concrete has sufficiently hardened.Centering shall be

gradually and uniformly lowered in such manner as to permit the concrete

totakestressduetoitsownweightuniformlyandgradually.Whereinternalmetaltiesarepermitted,they or

their removable parts shall be extracted without causing any damage to the concrete andremaining

holes filled with mortar. No permanently embedded metal part shall have less than

25mmcoverstothefinishedconcretesurface.Whereitisintendedtore-

usetheformwork,itshallbecleanedandmadegoodtothesatisfactionoftheArchitectandEngineerin-

charge.Afterremovalof formwork and shuttering the Engineer-in-charge shall inspect the work and

satisfy by randomchecksthatconcreteproducedisofgoodquality.

The number of props left under, their sizes and disposition shall be such as to be able to

safelycarrythefullloadoftheslab,beamorarchasthecasemaybetogetherwithanyliveloadlikelytooccurdurin

gcuringorfurtherconstruction.

Immediately after the removal of forms, all exposed bolts etc. passing through the cementconcrete

member and used for shuttering or any other purpose shall be cut inside the cementconcrete member

to a depth of atleast 25 mm. below the surface of the concrete and theresulting holes be filled by cement

mortar. All fine mortar lines caused by form joints, all cavitiesproduced by the removal of form ties and

all other holes and depressions honeycomb spots,brokenedges

orcornersandotherdefectsshallbethoroughlycleanedsaturatedwithwaterandcarefully pointed and

rendered true with mortar of cement and fine sand. Considerable

pressureshallbeappliedinfillingandpointingtoensurethoroughfillinginallvoids.Surfaces,whicharepointed,

shallbekeptmoistforaperiodof24hours.Forrepairingconcretemembers,suitablebondingagentshallbeused

as directed bytheconsultant.

If rock pockets/honeycombs in the opinion of Architect and Engineer-in-charge are of such anextent

or character so as to effect the strength of the structure, materially or to endanger the lifeof the steel

reinforcement, he may declare the concrete defective and require the removal andreplacementof the

portionof thestructureaffected withno extracost.

2.0 ModeofMeasurementandPayment

CPWDspecificationsclauseno.4.2.15.1to4.2.15.5and4.2.15.7shallbefollowed.

Allstructuralelementslikefooting,slab,beam,columns,walls,lintels,chajjas,etc.shallnotbeclassified,mea

suredandpaidseparately.

The rate includes the cost of material, labour, tools and plant required for mixing, placing inposition

vibrating and compacting, finishing as directed by engineer-in-charge curing and allother incidental

expenses for producing concrete of specified strength, for all floors, all shapes

atanyheightandlevel,andinanyposition.

Therateshallbeforanunitofonecum.Thecostofformworkshallbe includedasexcludedasper

theitemdescription.

SupplyingandSpreadinggoodqualitycoarsesandfreefromImpuritiesincludingTransportationtoSitea

labour costfor Spreadingetc.Comp.as directed.

Asdirectedbyengineerincharge & asperprevailinglatestIS&IRCCode.

The mode of payment for this item shall be on Cmt. basis.

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

specificationincluding premixing the Material with water at OMC in mechanical mix plant

carriage of mixed Material bytipper to site, laying in uniform layers in sub- base / base course

on well prepared surface and compactingwithvibratoryrollertoachieve

thedesireddensityetccomplete.

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, to a dense mass on a prepared sub-grade/sub- base/ base or

existing pavement as thecase may be in accordance with the requirements of these

Specifications. The material shall be laid in one ormore layers as necessary to lines, grades and

cross-sections shown on the approved drawings or as directedbytheEngineer.

ThethicknessofasinglecompactedWetMixMacadamlayershallnotbelessthan75mm.Whenvibratin

gor other approved types of compacting equipment are used, the compacted depth of a single

layer of thesub-basecoursemaybeupto200mmwiththeapproval oftheEngineer.

PhysicalRequirements

Coarse aggregates shall be crushed stone. The aggregates shall conform to the physical

requirements setforthinTable19-1. Sevaliya/Timba/Ankodiyaspecialaggregateisonly

If the water absorption value of the coarse aggregate is greater than 2 percent, the soundness

test shall becarriedoutonthematerialdeliveredtositeasper IS:2386(Part-5).

Table19-1:PhysicalRequirements ofCoarseAggregates forWetMixMacadamfor Sub-

base/BaseCourses

S.No. Test Test Method Requirements

1. Los Angeles Abrasion IS:2386(Part-4) 40percent(Max.)

value orAggregate

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

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

* To determine this combined proportion, the flaky stone from a representative sample

should first beseparated out. Flakiness index is weight of flaky stone metal divided by weight of

stone sample. Only theelongated particles be separated out from the remaining (non-flaky)

stone metal. Elongation index is weightof elongated particles divided by total non-flaky

particles. The values of flakiness index and elongation indexsofoundareaddedup

GradingRequirements

TheaggregatesshallconformtothegradinggiveninTable19-2.

Table19-2:GradingRequirements ofAggregates forWetMixMacadam

ISSieveDesignation Percentbyweight passingtheISSieve

Materialfinerthan425micronshallhavePlasticityIndex(PI)notexceeding6.

The final gradation approved within these limits shall be graded from coarse to fine and shall

not vary fromthelowlimitononesievetothehighlimitontheadjacent sieveorviceversa.

Construction Operations:-

Preparationof Base

Thesurfaceofthesub-grade/sub-

base/basetoreceivetheWetmixmacadamcourseshallbepreparedtothe specified grade and

camber and cleaned of dust, dirt and other extraneous material. Any ruts or

softyieldingplacesshallbe correctedinanapprovedmannerandrolleduntilfirmsurface isobtained.

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

depressionsand potholes shall be repaired and made good with the suitable material. The

existing surface shall bescarifiedandre-

shapedtotherequiredgradeandcamberbeforespreadingthecoarseaggregateforWetmixmacadam.

Preparationof Mix

Wet Mix Macadam should be prepared in an approved mixing plant of suitable capacity having

provision forcontrolled addition of water and forced/positive mixing arrangement like pugmill

or pan type mixer ofconcrete batching plant.For small quantity of wet mix work, the Engineer

may permit the mixing to be doneinconcretemixers.

Quantity of water should not vary from OMC determined as per IS : 2720 (part VIII) by more

than agreedlimit.Themixedmaterial shouldbeuniformlywet andno

segregationshouldbepermitted.

Spreading of mix

Immediatelyaftermixing,theaggregatesshallbespreaduniformlyandevenlyuponthepreparedsub

grade/sub-base/base in required quantities. In no case should these be dumped in heaps

directly on theareawherethesearetobelaidnor shalltheir haulingovera

partlycompletedstretchbepermitted.

The mix may be spread either by a paver finisher or motor grader or as per instruction of

Engineer-in-Chargeand/or his authorized representative. For portions where mechanical

means cannot be used, manual meansas approved by the Engineer shall be used.The motor

grader shall be capable of spreading the materialuniformly all over the surface. Its blade shall

have hydraulic control suitable for initial adjustments

andmaintainingthesamesoastoachievethespecified slopeandgrade.

Thepaverfinishershallbeself-propelled,havingthefollowingfeatures:

(i) Loadinghoppersandsuitabledistributionmechanism

(ii) Thescreedshallhavetampingandvibratingarrangementforinitialcompactiontothelayerasitiss

preadwithout ruttingorotherwisemarringthesurfaceprofile.

(iii) Thepavershall beequippedwithnecessary

controlmechanismsoastoensurethatthefinishedsurfaceis freefromsurfaceblemishes.

Thesurfaceoftheaggregateshallbecarefullycheckedwithtemplatesandallhighorlowsportsremedi

edby removing or adding aggregate as may be required. The layer may be tested by depth

blocks duringconstruction. No segregation of layer and fine particles should be allowed. The

aggregates as spread shouldbeof uniformgradationwithnopocketsof finematerials.

After the mix has been laid to the required thickness, grade and crossfall/camber the same

shall be uniformlycompacted, to the full depth with suitable roller. If the thickness of single

compacted layer does not exceed100 mm, smooth wheel roller of 80 to 100 kN weight may be

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

vibratory roller of minimum static weight of 80 to 100 kNor

equivalentcapacityroller.Thespeedof theroller shall notexceed5km/h.

In portions having unidirectional cross fall/superelevation, rolling shall commence from the

lower edge andprogress gradually towards the upper edge. Thereafter, roller should progress

parallel to the centre line ofthe road, uniformly over-lapping each preceding track by at least

one third width until the entire surface hasbeen rolled. Alternate trips of the roller shall be

terminated in stops at least 1 m away from any precedingstop.

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

backward untilthe edges have been firmly compacted. The roller shall then progress gradually

towards the centre parallel tothe centre line of the road uniformly overlapping each of the

preceding track by at least one-third width untiltheentiresurfacehas beenrolled.

Anydisplacementoccurringasaresultofreversingofthedirectionofarollerorfromanyothercausesh

allbecorrectedatonceasspecifiedand/or removedandmadegood.

Along forms, kerbs, walls or otherplacesnot accessibleto theroller, the mixtureshall be

thoroughlycompacted with mechanical tampers or a plate compactor. Skin patching of an area

without scarifying thesurface topermit proper bondingof the addedmaterial shall

notbepermitted.

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

motion in thesub-base/base course or subgrade. If irregularities develop during rolling which

exceed 12 mm when testedwith a 3 metre straight edge, the surface should be loosened and

premixed material added or removed asrequired beforerolling again

soastoachieveauniformsurfaceconforming tothedesired

gradeandcrossfall.Innocaseshouldtheuseofunmixedmaterialbepermittedtomakeupthedepressi

shall becontinued till the densityachieved isatleast98per cent ofthemaximumdrydensity for

thematerial as determinedbythemethodoutlinedinIS :2720(Part-8).

Aftercompletion,thesurfaceofanyfinishedlayershallbewell-

closed,freefrommovementundercompaction equipment or any compaction planes, ridges,

cracks and loose material. All loose, segregated orotherwise defective areas shallbemade

goodtothefullthicknessofthe layerandrecompacted.

Setting anddrying:

Afterfinalcompactionofwetmixmacadamcourse,the roadshallbeallowedtodry for24 hours.

OpeningtoTraffic

Preferablynovehiculartrafficofanykindshouldbeallowedonthefinishedwetmixmacadamsurfacet

illithas driedandthewearingcourselaid.

Surface Finish and Quality Control of

WorkSurfaceevenness:

Thesurface finishofconstructionshallconform totherequirementsofClause inItemNo.16&17&18.

Qualitycontrol:

Controlonthe qualityofmaterialsandworksshall beexercisedbytheEngineerasperTable 19-3.

Table19-3:TestandFrequency forMaterials for WetMixMacadam

Type Test Frequency ISCode

(Asper CircularNo.66)

Wet Gradation Onetest per200Cu.m. IS:2386,Part-I-

AggregateImpactValue One testper1000 Cu.m. IS:2386,Part-IV

Combined Flakiness Onetest per500Cu.m. IS:2386,Part-I

andElongationIndice

Atterberg Limits Onetest per200Cu.m. IS:2720,Part-V

ofportionofaggreg

Density of One set of three tests IS:2720,Part-VIII

compactedlayer per1000sq.m

RectificationofSurfaceIrregularity

Where the surface irregularity of the wet mix macadam course exceeds the permissible

tolerances or wherethe course is otherwise defective due to subgrade soil getting mixed with

the aggregates, the full thickness ofthe layer shall be scarified over the affected area, reshaped

with added premixed material or removed andreplaced with fresh premixed material as

applicable and recompacted. The area treated in the aforesaidmanner shall not be less than 5 m

long and 2 m wide. In no case shall depressions be filled up with

unmixedandungradedmaterialor fines.

ArrangementforTraffic

Duringtheperiodofconstruction,arrangementsforthetrafficshallbeprovided.TheContractorshallt

akeall necessary measures for the safety of traffic during construction and provide, erect and

maintain suchbarricades,includingsigns,marking,flags,lights

andflagmenasperinstructionoftheEngineer-in-charge.

MeasurementsforPayment

The rate shallbe foraunitofonecubicmeter.

ProvidingandCastinginsituordinary cement concrete M200 for R.C.C. Raft and cutt off

wallsincluding necessary shuttering laying, vibrating, ramming andcuring complete.(B) Walls, fom

topoffoundationleveluptofloortwolevel(upto10ton).

For relevant Specification of Item as per item description & instruction of Engineer-in-Charge

and/or hisauthorizedrepresentative.

Modeofmeasurementsshallbe onCMTbasis.

Labourworkforfixinganykindofpaving withcementpointing inCM1:2,includingwatering,ramming

comp. as dir. For pavement aI) Laying on Sand bedding as per requirement to fix the C.C.Block /

NibhadaStoneinLine&Level

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

complete asdirected.General standardpracticeof layingofpaverblock isapplicable.

ThemeasurementsshallbeonSmt.basis.

Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb block for Central Verge in M-

20 grade using20 mm nominal size black trap aggregate of Sevaliya/Timba/Ankodiyaor

equivalent quality for pre-castblocks, reasonably exposed finish/ formwork, mould with well

equipped with vibratory system for kerbstones of approved design including curing, etc.

complete, including the cost of formwork etc.

complete.Therateshallalsoincludenecessarycuttingofasphalt,fixingtheKerbstonesinlineandlevel

on5cmthick sand bedding with necessary equipments and materials. The rate shall also include

the flush pointingin CM (1:3) for all joints of the kerb stones. Filling of zari alone the sides of the

kerb stone fixed withBituminousconcretemixedinproperpositionasdirectedbyEngineerin

changetoformaportablemixture.InanycaseGravelorsuchtypeof materialsshallnot

beallowedforproduction.

Thespecifiction

offollowingmaterialsshallbeconformingwithspecificationmentionedforrelav

entmaterial/itemsinGeneraltechnical specification forbuildingworkof R&BDepartmentof

WatershallconformtoM-1

CementtoM-2 Sand

Gradedstone aggregate20mm.nominalsize toM-10

Contractorshallhavetomanufacturetheblocksasperthedimensionsgiveninthedrawing.Specificma

chineries shall be used to manufacture the precast blocks. These machineries should be

compatible toproduce blocks of required strength and dimensions. The machine shall contain

hydraulic Press or advancedequipment to generate required compaction & Grade and finish.

Moulds/ Steel Plates/ Dies of the machineshall be dimensionally checked & to be got approved

before commencing the production. Contractor shallprepare proper Drying Yard for keeping

the blocks before curing. The drying yard shall be levelled andcovered so that no shrinkage

cracks are formed. Contractor shall prepare adequate size curing pond to curethe blocks for not

less than 21 Days. No other means of curing shall be allowed. The technical specificationof

concrete shall confirm to IS 456-2000. The concrete mix is not required to be designed and only

nominalmix as per IS: 456-2000 shall be followed. The proportion of the concrete mix shall be

1:1.5:3 (1 cement: 1.5coarse sand: 3 graded stone aggregate 20 mm. nominal size) by volume.

Concrete work shall have fairlyexposed concrete surface or as specified in the item. The

designation ordinary M-10, M-15, M-20, M-25specified as per I.S. corresponds approximately to

1:3:6, 1:2:4, 1:1.5:3 and 1:1:2 nominal mix of ordinaryconcrete, by volume respectively. The

ingredients required for ordinary concrete containing one bag ofcement of 50 Kg. by weight

(0.0342 m3.) for different proportions of mix shall be as per IS 456-2000. Theproportion of the

aggregate for the kerb stone shall be modified as per the approval of the engineer-in-charge.

The water cement ratios shall not be more than those specified as per IS. The cement of the mix

shallbe increased, if the quantity of water in a mix has to be increased to overcome the

difficulties of placementand compaction so that the water cement ratio specified in the table is

not exceeded. The maximum size ofcoarse aggregate shall be as large as possible within the

limits specified but in no case greater than 1/4th ofthe minimum thickness of the member,

provided that the concrete can be placed without difficulty so as tosurround all reinforcement

thoroughly and to fill the corners of the form. For reinforced concrete work,coarse aggregates

having a nominal size of 20 mm. are generally considered satisfactory. Admixture shall

beusedinconcrete onlywithapprovaloftheEngineer-in-

chargebasedupontheevidencethatwiththepassage of time, neither the compressive strength of

concrete is reduced nor are other requisite qualities

ofconcreteimpairedbytheuseofsuchadmixtures.

Proportioning shall be done by volume, except cement which shall be measured in terms of

bags of 50 kgweight. The volume of one such bag can be taken as 0.0342 m3. Boxes of suitable

sizes shall be used formeasuring sand and aggregate. The size of the boxes (internal) shall be

30cm. x 30 cm. and 38 cm. deep.While measuring the aggregate and sand, the box shall be filled

without shaking ramming or hammering. Theproportioning of sand shall be on the basis of its

dry volume and in case of damp sand; allowances for bulkageshall bemade.

For all work, concrete shall be mixed in a mechanical mixer which along with other accessories

keptinfirstclassworkingconditionandmaintainedthroughouttheconstruction.Measuredquantity

ofaggregate, sand, and cement required for each batch shall be poured into the drum of the

mechanical mixerwhileitiscontinuouslyrunning.Afterabouthalfaminuteofdry-

mixing,measuredquantityofwaterrequired for each batch of concrete mix shall be added

gradually and mixing continued for another one and ahalfminute. Mixingshall becontinuedtill

materialsareuniformlydistributed anduniformcolour oftheentire mass is obtained and each

individual particle of the coarse aggregate shows complete coating

ofmortarcontainingitsproportionateamountofcement.Innocaseshallthemixingbedoneforlesstha

minutes after all ingredients have been put into the mixer. Mixers which have been out of use

for more than30 minutes shall be thoroughly cleaned before putting in a new batch. Unless

otherwise agreed to by theEngineer-in-charge, the first batch of concrete from the mixture shall

contain only 2/3rds of normal quantityof coarse aggregate. Mixing plant shall be thoroughly

cleaned before changing from one type of cement toanother.

The degree of consistency which shall depend upon the nature of the work and methods of

vibration ofconcrete shall be determined by regular slump tests in accordance with IS: 1199-

1959. The slump of 10 mm.to25mm.shallbeadoptedwhenvibrators areused.

All Moulds shall be cleaned and made free from standing water, dust, snow, or ice immediately

beforeplacingof concrete.

Formwork/MetalMouldforexposedconcretesurface(Ifindicated):

All the mouldsshall bechecked for exactdimensionsof theprecastblocks. All theedgesof

theprecastblocks shall confirm the profile of the final drawing & edges/ curvatures of the

moulds shall be checkedaccordingly. Moulds shall be regularly checked for correctness of

dimensions of Blocks, twists, bends due tohandling, etc.Beforestartingeverydays work.

Care shall be taken to set all form work/Mould in perfect line, level (or in required camber or

slope asspecified) and plumb. Form work/Mould propping shall be strong, rigid, and sturdy.

The form work/Mouldshall be as per pattern & design shown in drawings. Form work/Mould

shall be done accurately and preciselyso as to achieve neat, clean and smooth concrete surface,

in line, level and plumb. Clinks, twists,

offsets,warps,rivetingetc.inplatesorformsshallnotbeallowed.Beforeplacingconcrete,formsshallb

ethoroughly cleaned off of all rust, dust, and loose materials. Colourless oil or grease of

approved quality shallbe applied before placing steel. Also the form work material will be of

wood/plywood/steel or any sort ofsuchmaterial, asapprovedbytheEngineer-in-

Chargeand/orhisauthorized representative;sothat

allexposedconcretesurfaceshaveuniformcolour.

For all kind of exposed concrete work only one brand (to be approved by the Engineer-in

charge) of cementshall beused.

Removalof Moulds:

Specific time shall be identified for removal of moulds, such that the concrete of the precast

blocks shall gainstrength to withstand the stresses generated due to self weight and handling to

drying yards without anydeformationtoshape/dimensions/edges.

Sufficient time shall be given to the block after it is removed from the mould so that it can gain

strength anddry inshadetoprevent anycracksduetoshrinkage.Thisshall bedoneindryingyards.

Curingofblockshallbe done onlyincuringpondandcuringshallbedone forminimum14days.

Drying period after removing from pond & before delivery to site: Water should be drained of

theblockbeforeitisactuallysenttothesite.Timeshouldbeprovidedforproperdrainingofwaterwhich

maybepresentintheblock keptforcuringinthepond.

Precautionshallbetakenwhile transportingofthe blocksto site.

The blocks should be loaded and unloaded with due care so as to avoid generation of stresses

leading tobreakingofblock.Careshouldbe

takentopreventtheblockfrombreakingduringtransporting.

The pits of the size 150mm in width and required depth shall first be excavated, true to line and

level. Therelevant specifications of item A- 1 shall be followed for excavation work. The pits

shall be filled with a layerof 50mm. thick sand bedding. The curbs then shall be placed in

position of which 50mm. shall be below

road.Careshouldbetakentomaintainproperlineandlevel.Thejointsbetweenthekerbsshallbepoint

C.M.1:2andcuredforminimumsevendays.

Sampling andtestingof concrete:

Samples from fresh concrete shall be taken as per IS : 1199-1959 and cubes shall be made,

curedand testedat 7 days or 28 days as per requirements in accordance with IS : 516-1959. A

random sampling procedureshall be adopted to ensure that each concrete batch shall have a

reasonable chance of being tested i.e. thesamplingshouldbespreadover

theentireperiodofconcretingandcoverallmixingunits.

At least 1 sample shall be taken from each shift. Ten test specimens shall be made from each

sample, 5 fortesting at 7 days, and the remaining 5 at 28 days. The samples of concrete shall be

taken on each day of

theconcretingasperabovefrequency.Thenumberofspecimensmaybesuitablyincreasedasdeemed

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

quality of concreteand in other special cases. The average strength of the group of cubes cast

for each day shall not be less thanthe specified cube strength of 200 Kg/cm2 at 28 days. 20% of

the cubes cast for each day may have value lessthan the specified strength provided the lowest

value is not less than 85% of the specified strength. If theconcrete made in accordance with the

proportions given for a particular grade, does not yield the specifiedstrength, such concrete

shall be classified as belonging to the appropriate lower grade. Concrete made inaccordance

with the proportions given for a particular grade shall not, however, be placed in a higher

gradeon the ground that the test strength are higher than the minimum specified. If rock

pockets/honeycombs inthe opinion of Engineer-in-charge are of such an extent or character so

as to affect the strength of

thestructure,materiallyortoendangerthelifeofthesteelreinforcement,hemaydeclaretheconcreted

efective andrequire theremovalandreplacementof the portionofthestructure affected.

PrecastKerbStones:

The relevant specifications of concreting as per itemabove shall be followed except that work

shall becarried out for precast concrete kerb stones as specified in the item. All Precast

members shall be cast atworkshop. Sufficient curing shall be done before placement of the

samethe method of transporting

andplacingtheprecastmembersshallbeasapprovedbytheEngineer-in-

charge.Membersshallbesotransportedthatnobreakageorunduestressesareinducedinthem.Ifreq

uired,allmembersshallhaveakey provided on both the faces i.e top and bottom surfaces, of

adequate size so as to fill the same withconcrete while laying. The function of this key is to

avoid the leakage through the joint between the precastmemberandthememberon whichit is

ModeofMeasurements andPayment:

The rate shall include cost of formwork andcost of reinforcement. The volume occupied by

reinforcementshall not bedeductedfromR.C.C. work.

The rate shall be for a unit of Rmt.

Supplying and fixing of 300 mm-L x 150 mm-Bx 380 mm-H Kerb block for Footpath in M-20

grade using 20mm nominal size black trap aggregate of Sevaliya/Timba/Ankodiyaor

equivalentquality for pre-

castblocks,reasonablyexposedfinish/formwork,mouldwithwellequippedwithvibratorysystemfo

stones of approved design including curing, etc. complete, including the cost of formwork etc.

complete.Therateshallalsoincludenecessarycuttingofasphalt,fixingtheKerbstonesinlineandlevelon5c

mthick sand bedding with necessary equipments and materials. The rate shall also include the flush

pointingin CM (1:3) for all joints of the kerbstones. Filling of zari alone the sides of the kerb stone

fixed withBituminousconcretemixedinproperpositionasdirectedbyEngineerin

changetoformaportablemixture.InanycaseGravelorsuchtypeof materialsshallnot

beallowedforproduction.

The rate shall be for a unit of Rmt.

Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / Fair finish

/ texturefinish kerb stones of approved make as per approvedsample of any size and any type.

Kerbs shall be fixedon the foundation prepared as per approved design. The rate shall also

include for erecting and fixing thepieces in position for complete kerb system with chamfered

type of kerbs including necessary accessoriesof kerb like radius kerb, angles and quadrant

kerbs, droplet kerbs etc. complete as per drawing. Kerb shallbe fixed as paper joint without any

jointing material. However cement mortar shall be provided at thebackside of kerb stone

joint.(Sample mustbe approved)Costof excavation, cutting,base ,side fillingshall

includesasdirected engineer-incharge inaboveitemdescriptionas perBOQ (a)

450mmhighmediankerb*600*150mm

The rate shall be for a unit of Rmt.

Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm thick, M-35 Grade of

any size ;shape (UsuallyUni-Paver Blocks) usingblack trap good qualityaggragate

of20mmnominalsize

forfootpath,parkingareas,servicelanesandotherareasasmentionedinthedrawing/instructionofEngine

er-in-Charge and/or his authorized representative. Cost includes formworks using rubber

mould,Rate providing and laying paver blocks as per required grading and specification. The paver

block shall bemechanically 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. ifcutting of paver block necessary then it should be cut by machine only and

carting. The finished surface ofthe paver block shall have resonably good, plain finished. Paver

blocks shall be compacted and shall berelaid if necessary. Gravel or such type of materials shall not

be allowed for production.Laying on 50 mmthicksandbedding.

• Layingon50 mm thicksandbedding.

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

murrum includingsortingoutsandstackingofusefulmaterialsstuff upto 50mt.

The scope of work includes manufacturing, supplying, and lying of precast paver blocks at

various Retailoutlets. The work includes: Verification of the existing site condition and advising

our project in charge to laysuitable base course if required. Contractors are required to satisfy

themselves with quality of sub grade,sub-base coursebeforethepaver blocksarelaidandsuggest

strengtheningifrequired.

Clearingthesitebyremovingallobstaclessuchasstones,debrisetc.forlayingofpaverblocks.Manufac

turingofpaverblocksinyourplantasperrequirementsintechnicalspecificationenclosed.Supplying

of paver blocks at site,includinghandlingat bothends.

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

bedding,within shortest possible time the site is public place hence care should be taken to

ensure that the routineactivitiesshouldnot be disturbed.Thejoboflayingmay

requiredtobecarriedout duringnightalso.

Testing ofpaver blocksshall through reputed Govt./Non Govt. Testhouse onlyand submission of

testresults as per requirements in Technical Specifications. AMC reserves the right to carryout

test at random.Cost for such tests to be borne by party. The contractor shall guarantee that all

material and componentsdesigned, fabricated, supplied, and laid by him shall be free from any

type of defect due to faulty materialand/or workmanship/erection for a period of One year

from the date of completion of work. However, thecontractoroneyear's shallrender

freemaintenance.

TECHNICALSPECIFICATIONS:

PaverBlockManufacturingFacilities:

ThePaverBlockshallbemadeinfactorywithfollowingminimumfacilities:

ConcreteBlockmakingMachines:

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

ofcompactionbyapplicationofhydrauliccompactionandalsobyhighintensityvibrationtoth

emoulds.Themachineshouldhaveautomatic controlpanel

foruniformityinstrength.

ConcreteBatching&MixingPlant:(Notessential)

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

ingredientshould be mixed in concrete Batching & Mixing plant with minimum capacity

of 30 cum/hour. Theplant should equipped with automatic control panel for

maintaining water cement ratio from batchto batch to obtain concrete of uniform

quality and strength. The plant should be equipped withadequate mechanism for

mechanized loading of raw materials into mixer and conveyor belt fortransportation of

concrete from mixer to concrete block making machine to maintain quality of

Thefactoryshouldhavewelldesignedcuringareatoensureadequatecuringofpaverblocks.

Laboratory(Desirablebutnotessential):

The testing equipment should have required in the Laboratory as perthe

following:ACompressiontestingmachineof adequatecapacity.

Othertoolsandequipmentfortestingrawmaterials andpaverblocks.

Systematic record of test results of various paver blocks manufactured in

the factory.ConcreteMixDesignforvarious

gradeofconcreteusedformakingofpaver blocks.

Specifications ForColouredPaverBlocks:

Colouredconcretepaverblocksshallbemanufacturedasperattachedspecificationsusingore

quivalent approved colour Pigment of “BAYER” Make “BAYFERROX IRONOXIDE

PIGMENTS” withminimum colour pigment of 3% by weight of cement. The colour shade

shall be “RED” as selected byAMC before commencement of the work. White cement

shall be used for colored pavers to obtainthe desired colour shade. The job also includes

providing 50 mm thick sand bedding to match theshadeofthepaverblock.

The colour of the paver block shall be guaranteed against fading of colour for period of

12 monthsfromthedateof layingofthesameat site.

Allothertechnicalspecifications&Procedurefortesting,laying&samplingofcolouredpavers

willbeas perattachment.

PaversBlockCharacteristics:

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

sameshouldberetaineduntilthelaying.Thesurfaceshouldbereasonablysmoothandofantisk

idandanti glare type. The paver should have uniform chamfers to facilitate easy drainage

surface run off.The pavers should have uniform interlocking space of 2mm to 3mm to

ensure compacted sand fillingafter vibration on the paver Surface. The concrete mix

design should be followed for each batch ofmaterials 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

forlayingblockstoensurelineandleveloflaying,desiredshapeofthesurfaceandadequatecom

paction of the sand in the joints. The pavers shall be of cement gray colour without any

pigment& for coloured pavers refer “specifications for coloured pave`” The pavers are to

be skirted all roundwith kerbing using solid concrete blocks of size 150mm X 250mm X

380mm. The kerbing should beembedded for 100mm depth. The concrete used for

kerbing shall be cured properly for 7 daysminimum.

PaverBlockDimensions:

Shape Unipaver,Ishapeordirectedby Addl.C.E.

Chamfer 4mmto6mm alongtopedges

Colour Naturalcementgreycolourwithoutuseofany pigment.

For coloured pavers refer “specifications for

colouredpavers”

DimensionalTolerance (+/-)2mmforlength&width,

(+/-)3mm forHeight(Thickness)

Testing ofPaverBlocks:

* TEST AverageValues Frequency

1. CompressiveStrengt Min.35N/Sqmmfor 250Smt/1Test

2. FlexuralStrength Minimum4.5

3. AbrasionResistance Maximum1.5

4. WaterAbsorption Maximum5.80%

*Samplingandtestingprocedureasperenclosedspecifications

SamplingandTestingProcedureforPaverBlocks

INTERNAL –Averageofminimum3 samplesper5000Blocks.

TestingSamplingofPaverbloc

Methodof sampling:

Beforelayingpaverblocks,eachdesignatedsectioncomprisingnotmorethan50000blocks,shallb

edividedintotenapproximatelyequal groups.Threeblocksshall bedrawnfromeachgroup.

Marking andidentification:

All samples shall be clearly marked at the time of sampling in such a way that the

designated sectionofpartthereof,andtheconsignmentrepresentedbythe sample,

areclearlydefined.

Thesample shall be dispatched totheapproved test laboratory taking precaution toavoid

damageto the paving in transit. Protect the paving from damage and contamination until

they have beentested. The testing shall be carried as soon as possible, after the sample

has been taken. As soon aspracticable after sampling. The samples shall be stored in

water at 20 degree C  5 degree C for 24hours priortotesting.

The item is to be executed as per instructions and to the entire satisfaction of Engineer-

in-Chargeand/or his authorized representative using Rubber mouldand Table vibrator

forKerb instead ofmechanicalpresssystem.

Extra rate for excavation of asphalt payment of any thickness including demolishing the

asphaltcarpet, metal, soling etc. complete with stacking the materials as directed. The

road surface ofasphalt shall carefully be opened to full width as directed by the

Engineer-in-Charge and/or hisauthorizedrepresentative.

Excavation area shall be properly identified and marked in rectangular shape. The road

crust shall beopened up to entire depth i.e. including soling. All the materials shall be

separately deposited in suchawayandinplacesasmaybedeterminedbytheEngineer-in-

Chargeand/orhisauthorizedrepresentative.Incaserubblenotbeingsodepositedorbeingmi

xedupwiththeexcavatedmaterials will not be allowed for refilling. The cost of materials

shall be charged from the contractor.The decisionoftheC.E.shall befinal

andbindingtothecontractLayingFordetailedspecificationforLayingofPaverBlockon

sandbedding,referR&BDepartmentbookletfor General Technical Specificationfor

The rate shall be for a unit ofSMT

Providing and laying of interlocking grey paver blocks of high density 80mm thick made from

M-40 gradeconcrete using 6 mm to 20 mm machine crushed well graded stone aggregate, sand

of approved quality,OPC 53 grade cement with contractor's own concrete mix design as

approved by AMC, for parking,

road.CostIncludesformwork,usingrubber/FRPmould,layingpaverblockasperrequiredgradingan

dspecification laid paver block shall be mechanically compacted. The work of the paving blocks

shall beexecuted in line and level by skilled mason of flooring work only. It should be laid in

such a way that the nocutting of the paver block to be necessary. Cutting of paver block by

machine cut only and carting to bedone. The Finished surface of the Paver Block shall have

reasonably good plain finish. Paver blocks shall becompacted and shall be re-laid if necessary.

Gravel or such type of materials shall not be allowed

forproduction.Layingon5Cmsthicksandbedding.

ForrelevantSpecificationofItemasperitemdescription&instructionofEngineer-in-

Chargeand/orhisauthorizedrepresentative.

The mode of payment for this item shall be on RMT. Basis.

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

ofconcrete and colour machine made and blasting by automatic shot blasting machine and high

density of asper approved sample of approved make for footpath, parking areas, service lanes,cross

over and otherareas as mentioned in the drawing. Including providing and laying 50 mm thick

averave bedding layer

ofcoarsesandbelowpaverblockasperrequiredgradingandspecification.Laidpaverblockshallbemechan

ically compacted. The work of the paving blocks shall be executedin line and level by

skilledmasonofflooringworkonly.Smallsizeofpaverblockwithsamespecificationshallbeusedatresidue

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

cutting ofpaver block shall be required , than cut by machine only and laying to be done by skilled

mason.ThefinishedsurfaceofthepaverblockshallhavecoarsesandTextureFinish.Paveblocksshallbeco

mpacted and shall be re-laid if necessary. Actual laid area shall be measured and paid without

anywastage.(A)80mm thickM-35gradeGreyPaverblock ofsize200mm x200mm.

Thescopeofwork:ItincludessupplyingandlayingofPrecastshotblastedbyautomat

icshotblastingmachine infactory(notonsite)

paverblocksatfootpath,parkingarea,servicelaneandotherareas.

The workincludes:

Paverblockshouldbelaidoverpreparedsubgrade.

Clearingthesiteby removingallobstaclessuchasstones,debrisetc.forlayingofpaverblocks.

Manufacturingofpaverblocksbyoneoftheapprovedsuppliersasperrequirementsi

ntechnicalspecificationenclosed.

Supplyingofpaverblocksatsite,includinghandlingatbothends.Thetypeofpaverblo

ckmaybeinterlockingornon-interlocking.

Providingandlayingaverage50mmcoarse sandbeddingforlayingblocks.

Layingofpaverblocksatsiteasperrequirementintechnicalspecification,withinshortestpos

Testing of paver blocks through reputed Govt. /Non Govt. Test house and

submission of testresults asper requirements in Technical Specifications. Client

reserves the right to carryout test at random. Cost forsuchtests

tobebornebycontractor.

The contractor shall guarantee that all material and components designed,

fabricated, supplied and laidby him shall be free from any type of defect due to

faulty material and/or workmanship/erection for a periodof five year from the date

of completion of work at individual sites. However, the contractor for five

yearsshall render freemaintenance.

TechnicalSpecifications:

PaverBlockManufacturingFacilities:

ThePaverBlockshallbemadeinfactorywithfollowingminimumfacilities:

ConcreteBlockmakingMachines:

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

of compactionby application of hydraulic compaction and also by high intensityvibration to the

moulds. The machineshouldhaveautomatic control panelforuniformity instrength.

Concrete Batching & Mixing Plant: (Not essential) The concrete Mix Design should be followed

for each batchof materials. The concrete ingredient should be mixed in concrete Batching &

Mixing plant with minimumcapacity of 30 cum/hour. The plant should be equipped with

automatic control panel for maintainingwatercementratiofrombatchtobatchtoobtainconcreteof

uniformqualityandstrength.

The plant should be equipped with adequate mechanism for mechanized loading of

raw materials into mixerand conveyor belt for transportation of concrete from mixer

toconcrete block making machine to maintainqualityofwet cement.

Thefactoryshouldhavewelldesignedcuringareatoensureadequatecuringofpaverblocks.Stea

mcuringfacilityofthepaver blocksispreferable.

Laboratory(Desirablebutnotessential):

Thefactoryshouldhavethefollowing:

Compressiontestingmachineofadequatecapacity.

Othertoolsandequipmentfortestingrawmaterials andpaverblocks.

(1) Systematicrecordoftestresultsofvariouspaverblocksmanufacturedinthe factory.

(2) ConcreteMixDesignforvariousgradeofconcreteusedformakingofpaverblocks.

SpecificationsforColouredPaverBlocks:

Colour concrete paver blocks shall be manufactured as per attached specifications

using approved colourPigment of iron oxide of approved brand like Bayer, Tata etc.

with minimum colour pigment of 3% by weightof cement. The colour shade shall be as

selected by Architect before commencement of the work. The jobalso

includesproviding50mmthicksandbeddingto matchtheshadeofthepaver block.

The colour of the paver block shall be guaranteed against fading of colour for period of

12 months from thedateof layingofthesameat site.

All other technical specifications & Procedure for testing, laying & sampling of Color

pavers will be as perattachment.

PaverBlockCharacteristics:

Theconcretepaversshouldhaveperpendicularitiesafterreleasefromthemouldandthesames

houldberetaineduntilthelaying.

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

should have uniformchamfers tofacilitateeasydrainagesurfacerunoff.

Thepaversshouldhaveuniforminterlockingspaceof2mmto3mmtoensurecompactedsandfill

ingaftervibrationonthepaver Surface.

Theconcretemixdesignshouldbefollowedforeachbatchofmaterialsseparatelyandautomatic

batchingplant is tobeusedtoachieveuniformityinstrengthandquality.

ThepaversshallbemanufacturedinDoublelayeronly.

Skilledlabourshouldbeemployedforlayingblockstoensurelineandleveloflaying,desiredshap

eofthesurfaceandadequatecompactionof thesandinthejoints.

PaverBlockDimensions:

Layers Double layered,toplayerminimum8 to10mm

Shape Irregular (Uniform Shape with no Hollow Or

Cracks) / as per drawingChamfer 4mmto6mmalongtopedges

NaturalcementgreyColourwithoutuseof

anypigment.ForColourpaversrefer“specif

icationsforColourpavers”

Dimensional (+/-) 2mm for

length & width,Tolerance (+/-

)3mmforHeight(Thickness)

TestingofPaver Blocks:

* Samplingandtestingprocedureasperenclosedspecifications

Sampling& Testing ProceduresforPaverBlocks:

Averageofminimum3samplesper10000Blocksforcompressivestrengthandwaterabs

EXTERNAL –Minimum2Blocksper10000 blocksforabrasionandflexure.

SamplingForTesting:Samplingfortestingofpaverblocksshallbedoneinaccordan

cewithAppendix-A.

Compressive Strength: Testing for compressive strength shall be undertaken in

accordance with Appendix-B.The averagecompressive strengthoftheblocks testedshall

be30/40 N/Sq.mmasper thickness.

AbrasionResistance:TestingforabrasionshallbeinaccordancewithIS1237(Specificationsfor

CementConcreteFloorTiles).

FlexuralStrength:TestingforflexuralshallbeinaccordancewithIS 1237(Specifications

orCementConcreteFloorTiles).

WaterAbsorption:TestingforwaterabsorptionshallbeinaccordancewithIS2185:1979

:PartI(Specifications for ConcreteMasonryUnits).

Method of sampling: Before laying paver blocks, each designated section comprising

not more than 10000blocks, shall be divided into five approximately equal groups.

One block shall be drawn from each group i.e. 3for internal testingand2for external

Markingand identification: All samples shall beclearly marked at the time of sampling

waythatthedesignatedsectionsofpartthereof,andtheconsignmentrepresentedbythesam

ple,areclearlydefined.Thesampleshallbedispatchedtotheapprovedtestlaboratorytaking

precautiontoavoiddamageto the paving in transit. Protect the paving from damage and

contamination until they have been tested. Thetesting shall be carried as soon as

possible, after the sample has been taken. As soon as practicable

aftersampling.Thesamples shall bestoredinwater at20degreeoC for24hours

priortotesting.

SR.NO. *TEST SPECIFICATIONAverageValues

(AverageofMinimumFiveSamples/Site)

1. CompressiveStrength Min. 30 N/Sq.mm for 60mm thick and

Min. 40 N/Sq.mmfor80mmthick

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

mmthickpaverblockrespectively.

3. AbrasionResistance Maximum1.5

4. WaterAbsorption Maximum 5.80%

5. MinimumCementContent 380Kg/CumforM 30 concreteand430Kg/Cum

Sampling& Testing ProceduresforPaverBlocks:

Averageofminimum3samplesper10000Blocksforcompressivestrengthandwaterabs

EXTERNAL –Minimum2Blocksper10000 blocksforabrasionandflexure.

Sampling For Testing: Sampling for testing of paver blocks shall be done in

accordance with Appendix-A.Compressive Strength: Testing for compressive strength

shall be undertaken in accordance with Appendix-B.The averagecompressive

strengthoftheblocks testedshall be30/40 N/Sq.mmasper thickness.

AbrasionResistance:TestingforabrasionshallbeinaccordancewithIS1237(Specificationsfor

CementConcreteFloorTiles).

FlexuralStrength:TestingforflexuralshallbeinaccordancewithIS1237(Specificationsf

orCementConcreteFloorTiles).

WaterAbsorption:TestingforwaterabsorptionshallbeinaccordancewithIS2185:1979

:PartI(Specifications for ConcreteMasonryUnits).

Method of sampling: Before laying paver blocks, each designated section comprising

not more than 10000blocks, shall be divided into five approximately equal groups.

One block shall be drawn from each group i.e. 3for internal testingand2for external

Markingand identification: All samples shall beclearly marked at the time of sampling

in such a waythatthe designated sections of part thereof, and the consignment

represented by the sample, are clearly defined.The sample shall be dispatched to the

approved test laboratory taking precaution to avoid damage to thepavingintransit.

Protectthepavingfromdamageandcontaminationuntiltheyhavebeentested. Thetesting

shall be carried as soon as possible, after the sample has been taken. As soon as

aftersampling.Thesamplesshallbestoredinwaterat20degreeC5degreeCfor24hoursp

TestForCompressiveStrength:

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

capable of applying theload of the rate specified. It shall comply, as regards

repeatability and accuracy, with the requirements ofclause2.1of BS:1881-Part4.

Procedure: The sample specimen shall be tested in a wet condition after being stored

for at least 24 hours inwater maintained at a temperature of 20 oC + or – 5 oC. Before

thespecimens are submerged in water, thenecessaryarea shall bedetermined.

The plates for testing machines shall be wiped clean and any loose grit or other

material removed from thecontact faces of the specimen. Plywood, nominally 4 mm

thick shall be used as packing between the upperand lower faces of the specimen and

the machine plates and these boards shall be larger than the specimenbythemarginof

atallpoints.FreshPackingshallbe usedforeveryspecimentested.

The specimen shall be placed in the machine with the wearing surface in the

horizontal plane and in such awaythat theaxesof

thespecimenarealignedwiththoseofthemachineplates.

Theload shallbeapplied withoutshockand increased

continuouslyattherateofapproximately15 N/Sq.mm per minute until no greater load

can be sustained. The maximum load applied to the specimen shallberecorded.

Calculation of corrected strength for individual Blocks: The compressive strength of

each block specimenshall be calculated by dividing the maximum load by full cross

section area of the block and multiplying withanappropriatefactorof:-

a) For100mm thick blocks–

b) For80mmthick blocks–1.18

c) For60mmthickblocks –1.06

CompressiveStrengthCalculation:Theaveragecorrectedcompressivestrengthforthed

esignedblocksectionshall becalculated.

4.0 Methodof laying:

Blocks shall be placed on the sand bedding etc. which were well rammed so as to act

as firm bed. Blocks shallbe laid in such manner that no gap shall be left in between.

Blocks so laid shall be compacted by means ofmechanical compactor or equivalent

compacting method so as to obtain required finished surface. All

thejointsshallbematchedandifanymanufacturingdefectisdetectedthelotshallbereplaced

andrelayingshall bedonewithoutanyextracost uptosatisfactionof Engineer incharge.

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

blocks. Joints of thepaver blocksshall befilledwith thesand.

The paver blocks shall be laid properly on the prepared sub-base as per

manufacturer's specification and asper Architect andEngineer-in-charge's instruction.

Paver block shall be laid by the approved agency only. If manufacturer of the paver

block providing the layingservices, then it shall be laid through the supplying agency

only. The labourers for paver block fixing shall beskilled flooring mason only. Only

cutting tool shall be used for cutting the paver block. Full depth cutting tollshall be

used for proper finished surface after cutting. Manual cutting or breaking of the paver

block is notpermitted.

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

be compacted withmechanicalcompactor.Any settlementor undulationinthe laidarea

shallberepairedimmediately.

5.0 ModeofMeasurementandpayment:

Measurementshallbedoneasperactualarealaidwithoutconsideringanywastage.

TheMeasurement oftheitem shallbeinSqmtbasis.

Providing and laying cement concrete tactile tile (for vision impaired persons as per

standards)of size 300 x300 x 25 to 30mm of Vyara, Super, Nishu approved make and

pattern having waterabsorption not over 6%and conforming to IS: 13801:1993, of

approved make, pattern and shade(with UV light resistant coloursfrom Lanxess only)

in outdoor floors such as footpath, court yard, multi modals location etc., laid on

to40mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes &

patterns includinggrouting the joints with white cement mixed with matching

pigments etc. complete as per direction ofEngineer-in-Charge.

Relevant specification shall be followed as per item no – 41 (Kota flooring) for

laying of cement concretetactile precast concretestoneofapprovedmake, shade,

FordressingCPWDspecificationsclauseno.11.20.2shallbefollowed

For laying and preparation of surface CPWD

specifications clause no. 11.20.3 shall be followedexcept

average thickness of CM shall be 35mm to 50 mm,

cement mortar shall be 1:6 ( 1 cement :6sand) used.

While laying any chiseling which may be required for

making the skirting or dado flush with theplaster and/or

other finishes shall be done. Necessary grooves of

required size in cm. betweenplaster or other finishes and

coping (both side) shall be provided. Forming machine-

cut/ roundededges, gutters, sills, platforms, channels,

curbing, etc. if any, if required, shall be provided as

perthedrawinganddesign.

Allexposededgesofcopingstone shallbe

ineventhickness,champheredandpolishedmatchedto stone

finish. In places where full tiles cannot be fixed, the tiles

shall be cut to the size

andsmoothenedatedgetogivestraightandtruejoints.

Allnecessaryslopes,gradientsandlevelsshallbetrulymaintaine

dasrequiredanddirectedbytheArchitectandEngineer-in-

The floorshall bekeptwet foraminimum periodof 7days,so

thatbeddingandjoints setproperly.

Polishing shall be normally commenced after 14 days

of laying the slab. For special polishpolishing to be

done with 2 coats of 60, 120 grades of emery, balck

chapadi and gutka. For semimirror polish polishing to

be done with 220, 320, 400, 600 grades of emery.

beproperlyusedduringpolishing.Theflooringshall

thenbe washedcleanwithoxalicacid.Daily

mopingfor15daysshallbedone afterpolishingoruptothe satisfactionofclientandengineer-

All works shall be carried out as directed by the Architect and as

specified in the item, nowaxingwill bepermitted.

Ifanytileisdisturbedordamageditshallberefittedorreplaced,properlyjoi

ntedandpolished.

Cement Concrete Tactile Tiles shall be of High Strength and high wear resistant

having high finish withwear resistant aggregates (silicon carbide or equivalent)

and balance colour coordinated aggregates inface mix. Tile shall be produced

with colour pigment specified by the architects, using UV resistantcolour

pigments fromLanxess.

Sr. Parameters Minimum Requirements

(Testing as per IS 13801:1993)

1. PercentageWaterAbsorptionNotover6%

2. Wettransverse strengthNotless than3MPA

3. AveragewearinThickness-AbrasionAverage wearnotmorethan2mm

4. ToleranceinSize (length+breadth)±1mm

5. ThicknessofwearinglayerNotlessthan8mm

6. VariationinThicknessoftilesVariationnottoexceed3mm

7. FlatnessoftilesurfaceConcavity/convexity nottoexceed1mm

8. Colours UV Light resistant fast colours from

Lanxess only to beused.

· TheTactileTilesmustconfirmto IS13801:1993.

· The Tiles must be manufactured on automatic machines with mechanical

vibration and rubberizedmoulds.

· TheTileswillbemade usingwearresistantmaterialsinthefacemixasspecifiedby

· TheTilesmustbe curedincontrolledenvironmenttoensureefflorescence freematerial.

· Themanufacturermusthaveinhousetestinglaboratorytocarryoutallte

stingincludingCompressive strengthtesting, Waterabsorption,

abrasionresistanceetc.

TheMeasurementoftheitemshallbe inSqmtbasis.

ModeofMeasurementandPayment

Kotaslabflooringshallbe measuredinm2for

visibleareaofworkdone.Lengthandbreadthshallbe

measuredcorrecttoa cmbeforelayingskirting, dadoorplaster.

No deductions shall be made or extra paid for any opening in the

floor area upto 0.1 m2. Nothingextra shall be paid for use of cut

tiles or for laying the floors at different levels in the same room

orcourtyard. Kota slabs laid in floor boarders and bands etc. shall

be measured in the same item andnothing

extrashallbepayableonaccountoftheseorsimilarbandsformedofhal

formultiplesofhalf sizestandardtiles/orother uncut tiles.

The rate shall include the cost of all materials (inclusive of all

taxes, levies, and delivery at site),labour & sundry involved in

all the operations, at all floors, at any height and level, as

describedabove. It shall also include for breakage and wastage.

Floating materials and margin of profit shallalso be included. All

material samples shall be approved by the Architect/Engineer-

in-chargebeforeplacingorders.

No extra shall be paid for any small quantities like narrow widths,

mitred & returned ends, rounds

&cutting,fixingandmakinggoodupto&aroundpipes, fittings

andfixtures etc.

The basic rate, if at all provided or agreed upon includes cost of

material, all taxes, levies & cost ofdeliveryatsite.

3.8 The kota stone shall be upto 300mm wide and 900 mm long with

champhering and polishing to allexposededges.

TheMeasurement oftheitem shallbeinSqmtbasis.

Providing and setting 50 to 60 mm thick rouge kotah stone water table in line, level

and in requiredgradient including 25 mm thick beddcing in C.M. 1:6 (1 Part of cement

: 6 Part of coarse sand) withsufficient rammingconsolidation.Providingjointsin

C.M.1:3(1Partof cement :3Part coarse

sand)andsmoothpointinginC.M.1:1(1PartofCement,1Partofcoarsesand)includingwater

ingetc.completeandasperdetailsintenderspecification&asdirectedbyengineerincharge.

Size:2'0"x1'0"(600mm×300mm)

Size:1'x1'(40to50mmthick)

ForrelevantSpecificationofItemasperitemdescription&instructionofEngineer-in-

Chargeand/orhisauthorizedrepresentative.

Modeofmeasurementsshall be onRMTbasis.

Providing and making Tree pit. It includes excavation upto 600 mm depth including

removal of the debris,Size of the pit is 1000 mm dia. Hume pipe of 900 mm dia NP2

classwith 500 mm height to be placed in theexcavated pit and outside area of the

Hume pipe to be filled with the good quality earth completed asdirected by Engineer-

in-Charge. Hume pipe shall be filled with the garden soil,( 10Kg/per Tree pitofVermi

Compost or mixture of decade neem cake and tobaco powder). upto required depth

and remainingbottom part shall be filled with good soil completed as directed by

Engineer-in-Charge. Rate includes rateof hume pipe, garden soil with Vermi Compost

or mixture of decade neem cake and tobaco powder , goodsoiletc.

Thematerialshallbeofstandardspecificationsandshallbeapprovedbeforemassproduction.

2.0 Workmanship:

Excavationoftree pit shallbe carriedoutasperspecification.

Thepitprepared shall beclearedofall thedebris,roots and other deleteriousmaterials

attaining thenaturalearthlevelsufficient forthegrowthofthetrees.

TheBottom600mmdepthofthepitshallbefilledupwithgoodqualitygardenearthasapprov

edbyEngineer- In–Charge.

Thefillingshallbeproperlycompacted.

Inremaining600mmproperNP3 classHume pipe shallbe erected.

Thepipeshallbefactorymadeof900 mmdiasuchthatboth thefacesarefinished.

Nopieceofpipesbrokenfromfull lengthpipesshallbeusedfor this purpose.

TheHumepipeshallbesecuredintopositionbyfillingthesideswithgoodqualityearthandprope

TheinsideofHumepipeshallbefilledwithgardenearthalongwithFarmyardmanureand

requiredfertilizersetcas directedbyEngineer-In-Charge.

The rate shall be for per No of Tree pit prepared.

Providing and fixing tree guard, fabricated from 25 x 25 x 3 mm MS angle and 32 x

mm of 3.2 mm thickMS weld mesh as per drawing and details. Necessary provisions

for the anchoring to floor shall be made inthe tree guard. Tree guard shall be painted

with 1 coat of epoxy primer of 50 to 60 micron DFT (dry filmthickness) and 2 top

coats of Metal PU Paint of having DFT 40 to 50 micron of approved shade of MRF

orequivalent paint as per manufacture’s specification over all the surfaces or as

specified in the drawing asper the shade approved as per the drawing and

specification. The rate shall also include the fixing

ofnecessarynameplate.(Sampletobeapproved)

Relevant specifications shall be followed as per item no – 41 for tree guard as per

approved design. Treeguard shall be painted with 1 coat of epoxy primer and two coat

of PU paint of approved make and shade.Nameplate/signageshallbefixedas

directedbyengineer incharge.

TheMeasurement of theitemshallbeinNo. basis.

Providingandfixing75mmthickTreeGrating950*950*75mmasperdesignanddrawing.Therat

eshallbe inclusive of providing and laying 50 to 80 mm thick average bedding layer of

coarse sand below treegrating as per required grading and specification. The centre of the

grating to be same as the centre of thetree trunk. The grating to be 8 pieces as per drawing.

The work of the grating blocks shall be executed inlineandlevelbyskilledmason of

flooringwork only.

As per item decription or as decided by engineer in charge.

The Measurement of the item shall be in Number 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 ) (AMC Drainage SOR-Jan-2016)

The Measurement of the item shall be in Hour basis.

Hiring of tractor with trolly considering 8 hours as working day hours incl.driver (Based

on GWSSB SOR 2022-23)

The Measurement of the item shall be in Day 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.(As per

Labour skill devlopment & Employment Department Government of Gujarat, Circular

Dated 01-04-2023 Annexure Sr.No.6)

The Measurement of the item shall be in Nos. basis.

Cont ractor’s Signat ure Add. City Engineer

ftuLx[tfxhle mne - rm¬tu Add. City Engineer

btuctEj lkch mt&u (œrûtK Ítul)

ybœtJtœ Bgwrlrmvj ftuvtuohuNl

ce çjtuf, vnujtu bt¤, mhœth vxuj CJl,

œtKtveX, ybœtJtœ

Email: [email protected]

mkœCo: ltKtk Ft<tlt mh¾gwjh lk.48 <t.29/01/2012, 58 <t.16/03/2012 ,

yt&e <btb Ft<tltk Jzt yr^fthe ©e ytu / yuftWxLx ©e <&t cej fjtfo ©e lu sKtJJtbtk ytJu

Au fu , me¾gtuhexe zevtuÍex <ubs yluoMxble zevtuÍex MjefthJt ctc<u htßg mhfth ©e îtht bkswh &guj

cukftule gtœebtk ltKtk rJCtdlt S.yth.lk. FD / MSM / e-file /4 /2024/ 4020/2859 D.M.O. Date:

01/05/2025 bwsc mw^thtu fhe lJe gtœe cnth vtzJtbtk ytJuj Au.

htßg mhfth ©e lt ltKtk rJCtdlt S.yth.lk. FD / MSM / e-file / 4 / 2023/4020 /

D.M.O. Date: 01/05/2025 îtht me¾gtuhexe zevtuÍex <ubs yluoMx ble le zevtuÍex btxu bkswh &guj

cukftu le gtœe ykdu zu.Bgw.frbNlh ©e (ltKtk) le b¤uj bkswhe X.lk.39 <t.12.05.2025 bwsclt

mœhnw vrhvºt «rmæ^ &gt <theF ctœ &e <t.31.03.2026 mw^e y&Jt htßg mhfth ©e îtht yt

ctc<u yLg S.yth. «rmæ^ fhJtbtk ytJu ðgtk mw^e yuluûth - 1 btk sKtJuj cukftu le cukf duhkxe

me¾gtuhexe zevtuÍex <&t E.yub.ze. MJYvbtk MJefthJtbtk ytJNu.

ybœtJtœ Bgwrlrmvj ftuvtuohuNl lt <btb Ft<tytu îtht bu¤JJtbtk / MJefthJtbtk ytJ<e

cukf duhkxe le ytu&uLxemexe le yr^f]< aftmKe fhelu / fhtJelu sYhegt< bwsclt fkx[tuj v{tumesh

muxyv fhJtlt hnuNu <ubs mhfth ©e lt S.yth. yLJgu zu.Bgw.frbNlh ©e (VtgltLm) le b¤uj

bkswhe bwsc btºt ybœtJtœ Nnuh le <&t ybœtJtœ rmJtglt yLg Nnuhle ntug ylu <u cukf duhkxe

ybœtJtœ ÂM&< mkckr^< cukfle NtFt îtht yr^f]< fhtguj ntug <tu leau sKtJuj ckuftu le

NtFtytule cukf duhkxe MJefthJtbtk ytJNu. ltKtk Ft<t îtht Wvhtu¾< mkœCobtk sKtJuj vrhvºttu le

yLg <btb Nh<tu g&tJ< hnuNu.

A. Guarantees issued by following banks will be accepted as SD/EMD on permanent

 All nationalized Banks

B. Guarantees issued by following banks will be accepted as SD/EMD for the period

up to March- 31, 2026. The validity cut-off date in the GR is with respect to the date

of issue of Bank Guarantee irrespective of the date of termination of Bank Guarantee.

1. Commercial Banks :-

2. A U Small Finance Bank

4. Barclays Bank

5.City Union Bank

7.DBS Bank India Limited

9.Equitas Small Finance Bank

10. ESAF Small Finance Bank

11. Federal Bank

16.IDFC First Bank

17. Jammu & Kashmir Bank

18. Jana Small Finance Bank

19. Karnataka Bank

20. Karur Vysya Bank

21. Kotak Mahindra Bank

22. South Indian Bank

23. Standard Chartered Bank

24. Tamilnadu Mercantile Bank

25. Utkarsh Small Finance Bank

2. Co-operative and Rural Banks Of Gujarat :-

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Nutan nagrik Sahakari Bank Limited

3. Rajkot Nagarik Sahakari Bank Limited

4. Saraswat Co-operative Bank

5. SBPP Co-operative Bank

6. SVC Co-operative Bank

7. The Cosmos co-opretive Bank

8. The Gujarat State Co-Operative Bank

9. The Mehsana Urban Co-operative Bank Limited

10. The Surat District Co-operative Bank

11. The Surat Peoples Co-operative Bank

12. The Kalupur Commerical Co-operative Bank Limited

13. The Panchmahal District Co-operative Bank

14. The Baroda District Co-operative Bank

15. Baroda Gujarat Gramin Bank

16. Saurashtra Gramin Bank

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

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

General terms & conditions

1. A booklet of FORM B-1 of Gujarat State Roads & Building Department / Water

Resources Department with the latest correction slips may be referred for quality of

construction & standard of Procedure (SOP). (only English version)

2. In the specification “as directed" / "approved" shall be taken to mean "as directed /

"approved" by the Engineering in charge.

3. Wherever a reference to any Indian standard appears in the specifications, it shall be

taken to mean as reference to the latest edition of the same of force on the date of

4. In "Mode of measurement" in the specifications wherever a dispute arises in the absence

of specific mention for a particulars point / aspect, the same in the relevant Indian

Standards shall be referred to.

5. All measurement 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.mts.

iii) Cubic contents 0.01 Cu. mts.

In recording dimensions of work, the sequence of length, width and height (Depth) or

thickness shall be followed.

6. Definite particulars covered in the items of work, though not mentioned or elucidate in its

specifications shall be deemed to be included therein.

7. Approval of the samples of various materials given by the Engineer in charge or AMC's

Consultant shall not absolve the contractor from the responsibility of replacing defective

materials brought on site or materials used in the work found defective at a later date. The

contractor shall have no claim to any payment or compensation whatsoever on account of

any such materials being rejected by the Engineer in charge.

8. The contractor’s rate for the item of work shall be for the work completed in all respect.

9. All materials including those of electrical shall be got approved by the Engineer in

charge/ Architect before using them in the work.

10. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be

removed from the site of work within 24 hours.

11. All work shall be carried out in a manner applying the best technique.

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

as for checking lines, levels, alignment of the works & all precautionary measures during

execution shall have to be kept in sufficient numbers and in good working condition at

the site of the work.

13. Special modes of the construction not adopted in general Engineering practice, if

proposed to be adopted by the contractor shall be considered only if the contractor

provided satisfactory evidence that such special mode of construction and completion of

work to the required strength and quality. Acceptance of the same by the Engineer in

charge shall not however, absolve the contractor from the responsibility of any adverse

effect and concordance of adopting the same in the course of exaction or completion of

14. The contractor shall be responsible for observing the rules and regulation imposed under

the "Minor Mineral Act", and such other laws and rules prescribed by the Government

from time to time.

15. All necessary safety measures and precautions (incl. those laid down in the various

relevant Indian Standard) shall be taken to engrave the safety of men, materials and

machinery on the work and also of the work itself.

16. Quantity measured in the tender is approximate. It may increase or decrease looking to

the quantum of actual work for which no any claim shall be entertained by A.M.C.

17. Contractor shall have to execute extra item if required only after necessary permission

18. The work in general shall be carried out as per standard specifications of the relevant

items to be executed & as per the instruction of Engineer in charge & as per the guidance

of AMC's Consultant for this project.

19. The general terms & conditions of the contract shall be applicable & shall be binding on

the contractor. The contract agreement shall have to be executed between AMC & the

agency to which work is awarded for execution.

20. The time limit shall be reckoned after next day from the date of issue of the written work

order to the contractor after fullfillng the formality life SD & Agreement. No time

extension will be granted under any circumstances.

21. In case of any ambiguity in specifications mentioned in this tender, the interpretation

given by Additional City Engineer /Dy.M.C of A.M.C. will be final and binding to the

22. The contractor shall take no advantage of any apparent error or omission in drawing or

specification and the Engineer -in-charge shall make such corrections and interpretations

as necessary to fulfill the intent of the plants and specifications.

23. The quantities of items in BOQ (Bill of Quantities) may vary in case of necessity arises.

24. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal

Corporation. will be payable by the contractor.

25. No any kind of price rise / price escalation / price variation for cement , steel or labour

26. Contractor is requested to see the site physically before tendering. He is also requested to

quote the rates keeping in view of all the points mentioned in relevant pages of tender

27. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped

water for the construction of the works and provide a satisfactory supply of potable water

for drinking, washing, sanitation and cleaning down. The contractor will be responsible

for all the costs where applicable of connection, meter installation, water consumed,

water required for testing purposes, disconnection and the laying, maintenances and

ultimate removal of any distribution system around the site.

28. Electricity: Electric supply will be made available at the site by the Contractor and the

contractor must make his own arrangements with the Corporation and Electricity Supply

Authorities and with other contractors to connect and to take a supply from such services,

paying all costs in connection therewith.

The Contractor shall be entitled to use supply Electricity as may be available on the site

for purpose of the work and shall pay such charges as is fixed by the appropriate supply

In case there is any delay in supply of power site of any interruption or fault in the power

during the work. No compensation shall be paid for idle labor staff, machineries and for

use of diesel operating sets etc. as the case may be.

29. Tenders shall submit all the valid/certified documents in support of their initial/eligibility

criteria mentioned above along with the bid. They shall have also to submit the income

tax clearance certificate and solvency certificate.

30. No advance such as secured advance machinery advance, mobilization advance or

materials advance will be given.

31. The contractor shall get the electrical works executed through the authorized Government

approved licensed electrical person or firm in appropriate category in accordance to

contractual provisions.

32. The electrical works shall be carried out strictly in accordance with the directives issued

by Engineer in charge.

33. Contractors shall not have any dispute or claim for any kind of compensations

(i) If the quantity stipulated in the tender items varies or the scope of work changes &

thereby total amount of work increases/ decreases.

thereby total amount of work increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision

34. In case of any dispute, decision of Municipal Commissioner shall be final and binding on

the contractors.

35. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any

respect will be rejected. Municipal Commissioner reserves the right to increase/decrease

the scope of work. No any claim to that effect shall be entertained. The Municipal

Commissioner also reserves the right to reject any or all the tenders without assigning any

reason thereof.

36. The contractors are requested to quote their rates considering above tender conditions.

37. The contractor shall have to paid balance Security Deposit within 15 days from the date if

issue of Letter of Interest (LOI). And after paying the balance S.D. the time limit will be

started & Execution of Agreement to be done than after.

In case of delay in paying balance S.D. by more than 15 days penalty at the rate of

0.01% of sanction tender amount per day will be deducted from the Bill.

Eventhough in special case, If work is not started because of monsoon or any

other special reason (like site is not available), after evaluation of situation the actual date

of starting of work will be consider after approval of Dy.M.C. (South zone)

38. The Contractor shall not claim for increase or decrease in the quantity of the item or the

39. The payment shall be made as per the A.M.C policy for the work done by the contractor.

40. Conditional tenderes will not be accepted.

41. The Contractor must be followed the rules and regulations for COVID-19 as per

guidelines published by WHO/ Center government/State government /Ahmadabad

municipal Corporation.

42. Contractor shall deploy proper barricatting at the site of execution with proper safety

Signature of contractor with seal Add. City Engineer

Date Ahmedabad Municipal Corporation

FORM OF BANK GUARANTEE

(hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance with

the terms and conditions of tender for the work of

1 .Therefore. We hereby affirm that -we are guarantors on behalf of the Tenderer up to

(in figures) and we undertake to pay to Municipal Commissioner, Ahmedabad Municipal

Corporation, A'bad specified up to his first written demand, without demur without delay and

without the necessity of a previous of judicial or administrative procedures and without the necessity

to prove to the Bank the defects or short comings or debits of the contractor any sum within the limit

2. We further agree that the Guarantee herein contemned shall remain in full force and effect during

the period that would be taken for the acceptance of tender.

However unless a demand of claim under this guarantee is made on its in writing on or before the

(Date to be specified will not he less than 180 days from the stipulated date of receiving the tender)

we shall be discharge form all liabilities under the guarantee thereafter.

3. We undertake not to revoke the guarantee during it currency except with the previous consent of

the Municipal Commissioner, Ahmedabad Municipal Corporation, A'bad in writing.

4. We lastly undertake not to revoke the guarantee for any charge in constitution of the Tenderer or

Date: Signature & Seal of Guarantor...........................

5. The contractors shall have to furnish income tax clearance certificate before his tender is accepted

and intimate assessment number and ward under which he is assessed.

6. Copies of certificate as regards previous experience, if any, must accompany the tender.

Signature of Contractor Add. City Engineer Dy. Municipal Commissioner (S.Z)

Date Ahmedabad Municipal

TENDER DECLARATION FORM

The Deputy Municipal Commissioner,

South Zone, Ahemedabad

Name of Works: - Construction of New Paver block and repairing work at Ghodasar Area &

other area and different locations from municipal councilor budget and other budget of

Isanpur ward of South Zone.

I/We the undersigned have carefully gone through and clearly understood the Tender

documents for the above work. I/We have satisfied myself/ourselves as to the location of site,

examined drawings. I/We have visited site & fully acquainted with local situations regarding

materials, labours & others factors pertaining to work before submitting tenders.

I/We do hereby offer to execute and complete the whole of the work within the time specified

all in accordance with the specification, designs, drawing and instruction in writing referred to in the

said document and with such materials as are provided for, at the respective rates which I/we have

quoted in the schedule-B or at such other rates as maybe fixed under the provisions of these

conditions.In the event of this tender being accepted I/We agree to enter into an agreement and when

required andexecute the contract, according to your fom1 of agreement as or in default where of I/we

bind myself/ ourselves to forfeit the "Earnest Money Deposit."

I/We understand that if I/WE shall not enter in agreement within ten days or decided by AMC

from the date of receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and

take necessary action as deemed fit.

I/We have enclosed a DEMAND DRAFT or PAY ORDER as an “Earnest Money Deposit",

for the sum as mentioned in tender notice, the full value of which is to be absolutely forfeited to the

Employer If I/We fail to commence the work specified. Otherwise the said sum shall be retained, by

the Employer as on account of such. Security)' Deposit'.' as provided for in the aforesaid documents.

I/We agree not to employ sub-contractors other then those that may be approved in

accordance with Conditions in the aforesaid documents.

I/We understand that you are not bound to accept the lowest or any tender which you may

I/We am/are bound to execute the job if the work order is issued within 120 days from the

date of opening of the tender.

I/We agree to pay the Government income-Tax, Sales-Tax (Central and State) ,Sales Tax on

work, octroi duties and other prevailing Government taxes/charges on such items on which the same

are leviable and therates quoted by me/us are inclusive of the same.

Yours faithfully

Signature of the contractorAddress

ybœtJtœ BGþrlrmvj ftuvotuhuNl

ÆÂûtKÍtul - Esluh Ftðþ

1. mbgbgto>t ykdu yuj.ytu.ytR. ytÃgt ctœ 10 rœJm mw^ebtk sÁhe me¾gtuhexe rzvtuÍex Che ðgth

ctœ&e dKJtbtkk ytJNu. <ubs ðgth ctœ Jfo ytuzoh R~gw &gu&e mbtg bgtoœt NY &guje dKtNu. <&t

<u mt&u fhthvºt fhJtltu hnuNu. ylu <u bwsc ftb NÁ fhJtle <theF dKJtbtk ytJNu.

yuj.ytu.ytR. ytÃgt ctœ me¾gtuhexe rzvtuÍex ChJtbtkk rœl -15 fh<tk J^w rJjkc ltk rfMmt btk

<ubs Jfo ytuzoh ytvu&e ftb NY fhJtbtkk rJjkc &gu&e «r<rœl bkswh xuLzh hfbltk 0.01 % juFu

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

fthKtumh ftb NÁ &R Nfu <ub l ntug <u rfMmt btk gtuøg<t aftme zu.Bgw.frb©h (œ.Ítul) le bkswhe

bu¤Je ftb NÁ fhJtle <theF dKJtbtk ytJNu.

2. xuLzh Jujezexe 120 r>Jm Mþ^ele hnuNu.

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

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

ChJtle sJtc>the ftuLx[tfxhle hnuNu.

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

ftuLx[tfxlt cejbtk&e fvt< fhJtbtk ytJNu.

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

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

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

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

y.BGþ.ftuvotu.btk btLg ftuLx[tfxhtu le gtœebtk hSMxuNl fhtJJtLþk hnuNu.

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

BGþrl.ftuvtuohuNl Juc mtEx www.ahmedabadcity.gov.in Wvh Bþfuj Au.

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

12. Nh<e xuLzh MJefthJtbtk ytJNu lrn.

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

14. œhuf ytExbltk MvuNeVefuNl ftuvtuohuNlltk bkswh &guj MvuNeVefuNl Bþsc <&t RLzegl MxtLzzo ftuz

ytuV «ufxem ltkk btLg ^tht ^tuhKtu Bþsc hnuNu ylu zu.mexe yuLSlegh©eltu rlKog ytFhe hnuNu.

Jtuxh´d fhJtbtk lrn ytJu fu >hhtus J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhltk Fauo ylu

òuFbu Jdh ltuxemu Jtuxh´d fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu ylu cejbtk&e hfb ftve

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

c<tJuj søgtyu fhJwk vzNu. yuf ftb ÃþÁ &tg vAe cesw ftb NY fheyu <uÔþk atjNu lrn.

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

LþfNtl &Nu <tu <ule mkÃËKo sJtcœthe (òlbtjle) ftuLx[tfxhle vtu<tle hnuNu. mtEx vh ftb

œhBgtl bswh fu sl<t lt ftuE btKmlt òlbtjlu lwfNtl &tg <ule sJtcœthe ftuLx[tfxhle hnuNu.

vtujem Vhegt>&tg <tu <ule sJtc>the vK ftuLx[tfxhle hnuNu. CuFz ^me l vzu <ule sJtc>the vK

vtujem Vhegt>btk ftuLx[tfxhle hnuNu. CuFz ^me l vzu <u btxu mjtb<elt vdjtk (suJt fu >tuhzwk ctk^e

bsqh Ftztbtk W<thJt, mtuh´d ylu Mx[x´d fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu <tu

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

sJtc>th hnuNu lrn. ytxÕþk mbSlu s xuLzh ChÔþk. Btswhtultu rJbtu vK W<thtJJtu.

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

bsqhtulwk dwsht< rcÕzekd yuLz y^h fLMx[[fNl Jfombtkk VhSgt< hSMx[uNl fhtJJt ykdu ybj

fhJtltu hnuNu <&t fuxjt juch jtJNtu <u vK sKtJJtLþk hnuNu. juch yufx «btKu ftgoJtne lrn &E

ntug <tu <u btxu ftuLx[tfxh mkÃËKovKu sJtc>th hnuNu. ylu <ulu vubuLx ytvJtbtk ytJNu lrn <ubs ct¤

bswhtulu ftb Wvh htFe NftNu lrn. <ubs JF<tu JF< Bgw. frBNlh©e îtht fhJtbtkk ytJuj

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

18. ftuEvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobtk hnuNu.

19. ftuE fthKmh òu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykdu ftuLx[tfxh ftuEvK «fthltu LþfNtle-

J¤<hltu n¬ >tJtu fhe NfNu lrn fu ftg>tfeg ftgoJtne yt ykdu &E NfNu lrn. xuLzh bkswh &gtltu

y&o ftb ytve s >uJtLþk Au <uJtu &E NfNu lrn.

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

&Jtle N¾g<t hnuje Au.

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

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

ftuLx[tfxhle J¤<hle btkdKe MJefthJtbtk ytJNu lrn.

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

hnuNu. yLg&t ftuvtuohuNl îtht <u hesufx btjltu rlftj fhe >uJtbtk ytJNu ylu <ule LþfNtlele

sJtc>the ftuLx[tfxhle hnuNu.

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

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

bwscle ftgoJtnele sJtc>the yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu lrn.btºt

ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux nt&ltk btuò rJduhu ftuLx[tfxhu VhSgt<

ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu VhSgt< hnuNu. juch yufx

Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu

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

bwscle ftgoJtnele sJtc>the yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu lrn.btºt

ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux nt&ltk btuò rJduhu ftuLx[tfxhu VhSgt<

ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu VhSgt< hnuNu. juch yufx

Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu

26. rcÕz´d ftble ytExbtu btxu - slhj xuflefj MvuNeVefuNl ytuV rcÕz´d Jfomle çþf Bþsc

yLþmhJtltk hnuNu. Mt>h ÃþM<eft øþsht< çþf Mxtumo 20-ce, zeMx[ef Ntuv´d, mufxh-21, dtk^eldh&e

b¤e hnuNu. su Juc mtExwww.ahmedabadcity.gov.in Wvh Bþfuj Au.

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

yt ykdultu mkÃËKo Fao <&t Bgwrl.MxtVlu juctuhuxhe Mþ^e <&t buLGþVufah´d søgt Mþ^e jtJJt -jE

sJtltu Fao vK ftuLx[tfxhu CtudJJtltu hnuNu.

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

dtuXJJtltu hnuNu.

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

vnujt, atÕþ ftbu <&t ftb ÃËKo &gtltk Vtuxtud{tVm BGþrl.yturVmbtk ytvJtltk hnuNu <u rmJtg ftbLþk

vubuLx fhJtbtk ytJNu lrn òu MxtV MËalt ytvu <tu fubuhtbtk&e ftuBÃGþxhbtk Vtuxt x[tLmVh fhe

ytvJtlt hnuNu. yt ykdu ftuE vK J^thtltu Fao ytvJtbtk ytJNu lrn.

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

btkdKe fhe NfNu lrn. yt Nh< MJeftgo ntug <ubKu s xuLzh ChÔþk.

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

jtJJtlt hnuNu. sgtk ftuE atuFJx l &E ntug ðgtk ytE.yum.ftuz «btKu bxehegÕm jtJJtLþk <&t

xuMx´d fhtJJtLþk hnuNu. <ubs ftuLx[tfxhu muBvj yu«wÔz fhtÔgt ct> ftb NY fhtJJtLþk hnuNu.

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

yum.ytu.yth.btk ytExb l ntug <tu btfuox huEx&e huEx yultjemem fhe su CtJ Ft<t <hV&e ytvu

<u ftuLx[tfxhu juJtltu hnuNu. yt mbSlu s xuLzh ChJtLþk hnuNu. J^tht le ytRxb btk ftuLx[tfxhle

btkdKe Bþsc CtJ b¤Nu lrn.

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

jtj xul , cuhefuxekd xuv, ÃjtMxef vèe, rJ. ftuLx[tfxhu jtJJtLþk ylu mtaJJtLþk hnuNu. ylu

ftuEvK yfMbt<&Nu <tu <ule mkÃËKo sJtc>the ftuLx[tfxhle hnuNu.

34. MxtV MËalt ytvu <tu mtEx Wvh zuEje «tud{um hSMxh ftuLx[tfxhu htFJtLþk hnuNu. >hhtus ytme.mexe

yuLSlegh©ele <ubtk mne juJtle hnuNu, <ubtk >hhtus ftb fh<t bswhtule mkÏgt, fhuj ftbdehe <&t

yr^ftheytuyu ftb Mþ^thJt fu «tud{um J^thJt ltuk^ fhuj ntug <tu <uLþk ftuBÃjtgLm ytvJtLþk hnuNu

ytJe ltuk^ltk sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle m•tt

yuze.mexe yuLSlegh©elu hnuNu <u ykdu ftuLx[tfxh ftuE Jtk^tu jE NfNu lrn.

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

BGþrl.ftuvtuohuNllu åþfJJtle hnuNu.

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

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

ftuLx[tfxhle mne - rm¬tu Add. City Engineer

btuctEj lkch mt&u (œrûtKÍtul)

yufhthlwk Vtubo

(1) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tk vnujtk 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 >M<tJustu ft¤SvwJof yÇgtm fgtuo

Au ylu <u bwsc <ultu ybj fhJt mkb< Awk/Aeyu.

ftuLx[tfxhle mne - rm¬tu Add. City Engineer

btuctEj lkch mt&u (œrûtK Ítul)

" ybœtJtœ BGþrlrmrvj ftuvtuohuNl”

œrûtK Ítul- Esluh Ftðþ

vtKe, z[ulus, vuJ´d, heEMxuxbuLxlt ftuLx[tfxhu Ftm JtkaJt ylu ægtlbtk htFJtle ctc< leau Bþsc Au.

" yt ftblt œhuf ytExblt sÚ&tbtk ~ËLg &e cMmtu xftle JD^x &Jt mkCJ Au. ftuE ytExbltu CtJ J^thtu ytvJtbtk

ytJNu lrn. yBþf søgtyu swlt vÚ&h s VheJth heEMxux fhJtlt &Nu. <uJe œhuf ytExbbtk J^^x &tg fu ytExb yufÍefGþx l

&tg <uÔþk vK clNu. ytlt btxu ftuEvK «fthle J¤<hle btkdKe fhJtle hnuNu lrn fu CtJ J^thtu, vK ytvJtltu &Nu lrn. <ult

btxu Ãþh<tk mt^ltu ylu bsqhtu ntug, yuf mt&u yluf søgtytuyu ftb fhJtle ûtb<t ntug <ubKu s rJathelu xuLzh ChÔþk. bsqhtu l&e fu

dtbzu s<t hÌtt Au fu ntu¤e, lJhtºte, rœJt¤e, jøl meÍl fu yLg <nuJthtubkt fu «mkdtubtk bsqhtu ytJ<t l&e <uJt fu ceò ftuEvK

cntlt nuX¤ ftb ck^ htFe NftNu lrn yLg&t htuslt Yt.250.00le J^thtle vulÕxe ftb ck^ hnu fu MËalt fh<t ytuAt bsqhtu

ytJu <ulu je^u fhJtbtk ytJNu.”

ftuLx[tfxhle mne Add. City Engineer

rm¬t ylu btuctEj lkch (œrûtK Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be as per tender notice after the order to start the works.

Progress of work should be in proportion to time limit. The details of reinforcement of R.C.C. work

shall be as per design and instructions of Add. City Engineer and his order will be considered final.

The contractor shall have to maintain account of steel, cement and other materials that may

be brought by him on site. This account shall be regularly maintained and kept open for inspection

by Municipal Staff. Watering of all the items shall be as per instructions otherwise no payment shall

be made to contractors. Mixing of concrete shall be done by concrete mixer machine. Arrangements

of binding vibrator for R.C.C. works if required shall have to be made by the contractor.

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.

For mixing mortar either for masonry or for plaster or for any other purpose contractor shall

have to prepare through of bigger size and mix the mortar in the required proportion. In on case he

shall be allowed to mix the mortar either on floor or any finished surfaces. The contractor shall have

to make his own arrangement for water required for the work.

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.

The cubical contents of the cement bag shall be taken as 1-20 cft. Per bag and the contractors

shall have to prepare the measures boxes according to this measure.

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 under.

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 work is not started within specified time limit i.e. within ten days from the date of order to

start the work the penalty of the 0.01% tender Amount per day of delay of start shall be recovered

separately 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

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

of demand draft.

iv) Condition of Form - B1 only 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. Gandhinagar. Other techinical condition will be

applicable as per tender condition only.

Contractor'ssignature & Stamp Add. City Engineer

Mobile No.:- (South Zone)

ftblwk ltb :- œrûtKÍtul Rmlvwh Jtuzobtk Dtuztmh rJM<th <ubs yLg rJM<thbtk Bgw.ftW.©e csux <ubs

yLg csux btk &e swœe swœe søgtyu vuJh çjtuf lJt ltkFJt / heELMxuxbuLx fhJtlt ftb

It.No. Qty Item Description Rate Unit Amount

1 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.

a central verge -kerb stone (AMC sor) Rmt

b Dismantling tiled or stone floors laid in mortar including Smt

7.00 stacking of serviceable material and disposal of 27.44

unserviceable material with all lead and lifts.(R&B SOR 2021-

22 ITEM CODE 20005 Item no.as per NBO 20.23)

c Demolition & disposal of unserviceable material with all lead Cmt

15.00 and lift for unreinforced concrete. (AMC sor) 348.10

2 Excavation of asphalt pavement of any thickness with all sub Sqm

- layer including demolishing the asphalt carpet, metal, soiling 140.00 -

using any type of road cutter and breaker machine

(controlled cutting) including cost of operator, fuel, &

transportation etc complete with stacking the material as

directed. (CG Road Approved Rate)

3 Repairing damaged M.H. and rasing M.H. up to road level

4.00 incl. removing damaged brick work and repairing by brick -

masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I.

steps and existing MH sheet cover, removing the debris from

MH and carting the same as directed. (Based on

DrainageSOR 2009-10) Road Resurface zonal tender

approved rate 2022-23

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

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

4 Repairing damaged I.C./ Raising removing damaged brick No

- work and repairing by brick masonry in C.M. 1:5 and plaster 399.96 -

in C.M. 1:3 and fixing C.I. steps and existing chamber sheet

cover, removing the debris from chamber and carting the

same as directed. (Based on Drainage SOR 2009-10) Road

Resurface zonal tender approved rate 2022-23

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

7.00 manure, garbage, sludge, excavated rock, fly ash, aggregates -

of any kind executed outside the road site. Rate also includes

spreading & levelling etc complete. Internal conveyance

above 50 mt done within the work site is not payable. (R&B

2021-22 Statement No.5 Page no.5 & RA Approved

St.Com.Res No.189,Dt.19/05/2022)

e e) Lead From 4 Km to 5 Km. Cmt

f f) Lead From 5 Km to 10 Km. Cmt

g g) Lead From 10 Km to 15 Km. Cmt

6 Providing F.R.C. MH seat cover incl. carting to the work site

1.00 etc. comp. Directed. (Based on rate of central store circular -

a F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers. Cover : No

1.00 728mm ø & 100 mm thick circular cover, 35.00 MT load 1,368.75

design, 100x2mm MS flat allround, 16mm ø plain round bar

for lifting the cover & should be fitted with plastic cups.

7 Carting and Fixing M.H., Chamber or Catchpite Seat and No

50.00 Cover in line and level to match existing road level in C.C. 746.59

1:2:4 and finishing smooth, watering and protecting for

days etc. complete as directed. M.H. seat cover will be

supplied byA.M.C.(from any store) (AMC approved rate)

8 Providing cast iron machine hole frame of weight 80 to 85 kg Kg

1.00 suitable for existing EHD- 35 FRC MH cover, rate also 71.10

incl. loading, unloading the frame as per instruction by

engg. in charge. (AMC approved Rate )Zonal Tender

9 Constructing Bombay Pattern Type Catch Pit of size 0.60 x No

1.00 0.60 depth up to 1 mt including excavation, B.B.C.C. (1:5:10), 3,110.80

23 cms thick brick maso. wall in the prop. of CM (1:6) with

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) without jali etc. comp.as directed. (AMC approved

10 CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with No

25.00 frame 600mm x 600mm clear opening etc. comp.. As 1,377.64

directed by engineer in charge. (AMC approved Rate )

11 Box cutting the road surface to proper slope and camber for Cmt

35.00 making a base for road work including removing the 127.13

excavated stuff and depositing on the road side slope as

directed upto 200 Mt.lead.(R&B SOR 2021-22 ITEM CODE

26008 Item no.as per NBO )

12 Providing and laying cement concrete 1:5:10 (1- Cement : 5- Cmt

10.00 fine sand : 10- graded brick bat aggregates 40mm nominal 1,901.59

size) and curing complete.(R & B SOR Item code 05009A,

NBO 5.3.8 Page 74) Road Zonal tender 2022-23

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

20.00 Coarse sand : 6- Hand broken stone aggregates 40mm 2,339.59

nominal size) and curing complete.(R & B SOR Item code

05003A, NBO 5.3.2 Page 73) Road Zonal tender 2022-23

14 Supplying and Spreading good quality coarse sand free from Cmt

2.00 Impurities including Transporation to Site and labour cost for 312.50

Spreading etc. Comp. as directed.( Approved AMC rate)Road

Zonal tender 2022-23

15 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.(RA Approved

St.Com.Res No.189,Dt.19/05/2022)Road Zonal tender 2022-

a Production & Supply of WMM Cmt

b Laying of WMM Cmt

16 Providing and Casting in situ ordinary cement concrete M200 Cmt

100.00 for R.C.C. Raft and cutt off walls including necessary 3,672.30

shuttering laying, vibrating, ramming and curing

complete.(B) Walls, fom top of foundation level upto floor

two level (upto 10ton). (As Per Auda Approval Rate)

17 Labour work for fixing any kind of paving with cement Smt.

52.00 pointing in CM 1:2, including watering, ramming etc comp. 69.64

as dir.For pavement aI) Laying on Sand bedding as per

requirement to fix the C.C.Block / Nibhada Stone in Line &

18 Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Rmt

15.00 Kerb block for Central Verge in M-20 grade using 20 mm 431.96

nominal size black trap aggregate of Sevaliya/Timba or

equivalent quality for pre-cast blocks, reasonably exposed

finish/ formwork, mould with well equipped with vibratory

system for kerb stones of approved design including curing,

etc. complete, including the cost of formwork etc. complete.

The rate shall also include necessary cutting of asphalt, fixing

the Kerb stones in line and level on 5 cm thick sand bedding

with necessary equipments and materials. The rate shall also

include the flush pointing in CM (1:3) for all joints of the

kerbstones. Filling of zari alone the sides of the kerb stone

fixed with Bituminous concrete mixed in proper position as

directed by Engineer in change to form a portable mixture. In

any case Gravel or such type of materials shall not be

allowed for production.(AMC approved Rate) a) Laying on

cm thick Sand Bedding

19 Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Rmt

14.00 Kerb block for Footpath in M-20 grade using 20 mm nominal 350.89

size black trap aggregate of Sevaliya/Timba or equivalent

quality for pre-cast blocks, reasonably exposed finish/

formwork , mould with well equipped with vibratory system

for kerb stones of approved design including curing, etc.

complete, including the cost of formwork etc. complete. The

rate shall also include necessary cutting of asphalt, fixing the

Kerb stones in line and level on 5 cm thick sand bedding with

necessary equipments and materials. The rate shall also

include the flush pointing in CM (1:3) for all joints of the

kerbstones. Filling of zari alone the sides of the kerb stone

fixed with Bituminous concrete mixed in proper position as

directed by Engineer in change to form a portable mixture. In

any case Gravel or such type of materials shall not be

allowed for production. (AMC approved Rate )a) Laying on

cm thick Sand Bedding

20 Pre cast concrete kerb Providing and fixing M25 Grade of Rmt

310.00 concrete precast exposed / Fair finish / texture finish kerb 1,061.61

stones of approved make as per approved sample of any size

and any type. Kerbs shall be fixed on the foundation

prepared as per approved design. The rate shall also include

for erecting and fixing the pieces in position for complete

kerb system with chamfered type of kerbs including

necessary accessories of kerb like radius kerb, angles and

quadrant kerbs, droplet kerbs etc. complete as per drawing.

Kerb shall be fixed as paper joint without any jointing

material. However cement mortar shall be provided at the

backside of kerb stone joint. (Sample must be approved) Cost

of excavation, cutting , base , side filling shall includes as

directed engineer - incharge in above item description as per

BOQ (a) 450 hight x 600x 150 mm high median kerb.As per

21 Providing and Laying of Rubber Moulded Paver Block Smt

65.00 Grey/Coloured 60 mm thick, M-35 Grade of any size ; shape 501.60

(Usually Bricks/ Uni-Paver Blocks) using black trap good

quality aggragate of 20 mm nominal size for footpath,

parking areas, service lanes and other areas as

mentioned in the drawing / instruction of engineer in charge.

Cost includes formworks using rubber mould, Rate providing

and laying paver blocks as per required grading and

specification. The paver block shall be mechanically

compacted. The work of paving blocks shall be executed in

line and level by skill mason of flooring work only. It should

be laid in such a way that the no cutting of the paver block to

be necessary. if cutting of paver block necessary then it

should be cut by machine only and carting. The finished

surface of the paver block shall have resonably good, plain

finished. Paver blocks shall be compacted and shall be relaid

if necessary. Gravel or such type of materials shall not be

allowed for production. Laying on 5cms thick sand

beddding.(AMC approved Rate )

22 Providing and laying of interlocking grey paver blocks of high Smt

7.00 density 80mm thick made from M- 40 grade concrete using 6 572.00

mm to 20 mm machine crushed well graded stone aggregate,

sand of approved quality, OPC 53 grade cement with

contractor's own concrete mix design as approved 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 line and level by skilled mason of flooring 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 shall have reasonably good plain finish. Paver

blocks shall be compacted and shall be re-laid if necessary.

Gravel or such type of materials shall not be allowed for

production. Laying on 5 Cms thick sand bedding.(AMC

approved Rate )

23 Paver Block Providing and laying shot blasted Non - Smt

38.03 interlocking, Paver blocks of specified thickness, size, grade 669.65

of concrete and colour machine made and blasting by

automatic shot blasting machine and high density of as per

approved sample of approved make for footpath, parking

areas, service lanes,cross over and other areas as mentioned

in the drawing. Including providing and laying 50 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 executed in line and level by skilled mason 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 and laying to be done by skilled flooring

mason. The finished surface of the paver block shall have

coarse sand Texture Finish. Pave blocks shall be compacted

and shall be re- laid if necessary. Actual laid area shall be

measured and paid without any wastage. (A) 60 mm thick M-

35 grade Grey Paver block of size 200mm x 200mm.(AMC

24 Providing and laying cement concrete tactile tile (for vision SMT

2.00 impairedpersons as per standards) of size 300 x 300 x 25 to 702.24

30mm of Vyara, Super, Nishu approved make and pattern

having water absorption not over 6% and conforming to IS:

13801:1993, of approved make, pattern and shade (with UV

light resistant colours from Lanxess only) in outdoor floors

such as footpath, court yard, multi modals location etc., laid

on 30 to 40mm thick base of cement mortar 1:4 (1 cement :

4 coarse sand) in all shapes & patterns including grouting the

joints with white cement mixed with matching pigments etc.

complete as per direction of Engineer-in-Charge.(CG Road

25 Providing and setting 50 to 60 mm thick rouge kotah stone

30.00 water table in line, level and in required gradient including -

25 mm thick beddcing in C.M. 1:6 (1 Part of cement : 6 Part

of coarse sand) with sufficient ramming consolidation.

Providing joints in C.M. 1:3 (1 Part of cement : 3 Part coarse

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

Part of coarse sand) including watering etc. complete and as

per details in tender specification & as directed by engineer

in charge. (SMC Approved tender Rate) Road Zonal tender

a Size : 2'0" x 1'0" (600mm × 300mm) Rmt

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

26 Providing and making Tree pit. It includes excavation upto No

1.00 600 mm depth including removal of the debris, Size of the pit 844.87

is 1000 mm dia. Hume pipe of 900 mm dia NP2 class with

500 mm height to be placed in the excavated pit and outside

area of the Hume pipe to be filled with the good quality

earth completed as directed by Engineer-in-Charge. Hume

pipe shall be filled with the garden soil,( 10Kg/ per Tree pit of

Vermi Compost or mixture of decade neem cake and tobaco

powder). upto required depth and remaining bottom part

shall be filled with good soil completed as directed by

Engineer-in- Charge. Rate includes rate of hume pipe, garden

soil with Vermi Compost or mixture of decade neem cake

and tobaco powder , good soil etc.(CG Road Approved Rate)

27 Providing and fixing tree guard, fabricated from 25 x 25 x 3 Nos

1.00 mm MS angle and 32 x 32 mm of 3.2 mm thick MS weld 2,131.91

mesh as per drawing and details. Necessary provisions for

the anchoring to floor shall be made in the tree guard. Tree

guard shall be painted with 1 coat of epoxy primer of 50 to

60 micron DFT (dry film thickness) and 2 top coats of Metal

PU Paint of having DFT 40 to 50 micron of approved shade of

MRF or equivalent paint as per manufacture’s specification

over all the surfaces or as specified in the drawing as per the

shade approved as per the drawing and specification. The

rate shall also include the fixing of necessary name plate.

(Sample to be approved) (CG ROAD Approved Rate)

28 Providing and fixing 75 mm thick Tree Grating 950*950*75 No.

10.00 mm as per design and drawing. The rate shall be inclusive of 836.61

providing and laying 50 to 80 mm thick average bedding

layer of coarse sand below tree grating as per required

grading and specification. The centre of the grating to be

same as the centre of the tree trunk. The grating to be

pieces as per drawing. The work of the grating blocks shall be

executed in line and level by skilled mason of flooring work

only. (Sola Scienecity Road tender Rate)

29 Providing & Supplying JCB Machine on rental basis in case of hr

10.00 emergency situation and break down type work & also 535.71

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 ) (AMC Drainage SOR-Jan-2016)

30 Hiring of tractor with trolly considering 8 hours as working Shift

5.00 day hours incl.driver (Based on GWSSB SOR 2022-23) 2,104.09

31 Supplying, labour for break down repairing work for activities

15.00 like excavation, disliting, removing debris from trench back -

filling etc. comp. as directed by Eng.in charge.(As per Labour

skill devlopment & Employment Department Government of

Gujarat, Circular Dated 01-04-2023 Annexure Sr.No.6)

a Mazdoor at day /Night NO

B Makadam/ supervision at day / Night NO

32 Labour charge of cutting in bituminous pavement Cutting to Rmt

100.00 be done with heavy duty tandom cutting machine consist of 125.00

diamond blade. Minimum cutting depth shall be 75mm from

the finished level. Cutting shall be perfecty in line. The width

and depth of the removal of asphalt towards kerb stone shall

be as per the drawing. Bitumen shall be carefully removed so

that the the cutting edge towards the road should no be

disturbed. The work of removal of the asphalt will be

considered in this item as running meter of the cutting done

by achine. One cutting line will be considered per length of

The Rates are Exclusive of GST. Prevailing GST will be paid separately.

Contractor’s Quoted Rate

IN FIGURE IN WORDS

Net Quoted Tender Amount Rs.

Seal and Signature of the Bidder Add. City Engineer

mobile no. (South Zone)