As per CCRS complaints received in the nava vadaj ward of the West Zone, water leakage repair and pollution removal work as well as upgrading of existing water lines as per the requirement.(ARC)(Schedule of meintanance type work) (Re-Tender)

17 Excavation for foundation up to 1.5 mt. depth including sorting out 80 60.00 Cmt

stacking of useful material & disposing of excavated stuff up to 50 mt.

lead loose or soft soil SOR - (Jan. 2016) Rates for Labour work for

water pipe line

18 Conveyance charge of earth ,lime,murrum, building rubbish,manual 60.00 125.33 Cmt

garbage,sludge,excavated rock ,fly ash, aggregate of any kind etc.

comp.up to 5.0 Km. lead SOR - (Jan. 2016) Rates for Labour work for

water pipe line

19 Filling available excavated earth (excluding rock) in trenches, plinth, 45.00 70.54 Cmt

sides of foundations etc. in layers not exceeding 20 cm. in depth

consolidation each deposited layer by ramming and watering SOR -

(Jan. 2016) Rates for Labour work for water pipe line

20 Extra rate over item of excavation of earth for excavation of asphalt

pavement of thickness up to 0.20 meter including demolishing the

asphalt carpet,metal,soiling etc.comp. with stacking the material as

directed. SOR - (Jan. 2016) Rates for Labour work for water pipe line

a up to 0.20 meter thickness (By Manual) 110.00 71.43 smt

b 0.20 meter to 0.30 meter (By Breaker Machine including cost of 50.00 178.57 Smt

operator, fuel, & transportaion etc complete.

c 0.30 meter & above (By Breaker Machine including cost of operator, 50.00 312.50 Smt

fuel,& transportation etc complete.

21 Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt 80.00 535.71 hr

Demolishing Work on site by using Operator, fuel, power Supply etc.

Complete as Directed. (No payment should be allowed for non working

condition of machinery and for pipe line excavation and M.H. work.

Allowed only for break down work) SOR - (Jan. 2016) Rates for Labour

work for water pipe line

22 Providing & Supplying JCB Machine on rental basis in case of 90.00 535.71 hr

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) SOR - (Jan. 2016) Rates for Labour

work for water pipe line

23 Providing and operation dewatering Pump including fuel charges & 40.00 535.71 Shift

operator Charges etc. as directed etc. comp. (Shift for Eight Hour) (For

Each Pump Set, No payment should be allowed for non working

condition of machinery ) SOR - (Jan. 2016) Rates for Labour work for

water pipe line

24 Providing, laying and jointing in true line and level U.P.V.C pipe (SCH -

40) of following dia. including fittings of standard make as approved by

Engineer - in - charge. Pipe shall be fixed on the wall with the help of

clamp at every 2000 mm centre to centre or shall be concealed as

directed including necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent, including cost of all

materials. SOR - (Jan. 2016) Rates for Labour work for water pipe line

25 Supplying, labour for excavation of all types of soil at any depth

including excavation of asphalt pavement of any thickness, demolition

of brick work in CM of any proportion including stacking of serviceable

materials and disposal of unserviceable material etc. comp. as

directed. SOR - (Jan. 2016) Rates for Labour work for water pipe line

a Mazdoor at day /night 60.00 293.75 No

b Fitter at day / Night 10.00 312.50 No.

c Makadam/ supervision/Fitter at day / Night 20.00 379.46 No.

26 Providing & Supplying And Fixing Following Size Spindle For Sluice

Valve Of Following Size. The Rate Is inclusive of removing exsting

damaged spindle, take it away & replacing a new spindle of the same

size & shape made from gun metal/stainless steel or mild steel as the

case may be the rate is also inclusive of excavation, removing/refixing

the spindle with req nut bolts rubber gasket, gallen dori etc and making

the valve feeting leak proof. (Up to 150 mm) (Approved Rate)

27 Providing & Supplying And Fixing Following Size Check nut For Sluice

Valve Of Following Size. The Rate Is inclusive of removing exsting

damaged Check nut, take it away & replacing a new Check nut of the

same size & shape made from gun metal/stainless steel or mild steel

as the case may be the rate is also inclusive of excavation,

removing/refixing the Check nut with req nut bolts rubber gasket, gallen

dori etc and making the valve feeting leak proof. (Up to 150 mm)

(Approved Rate)

28 Protection work for exavated pits for making connection 2 300.00 No

incl.nece.Materials. (Approve Rate)

29 Providing and laying cement concrete work 1:2:4 (1-Cement:2-

Coarsesand:4-graded stone aggregates 20 mm nominal size) and

curing complete excluding cost of form work and reinforcement for

reinforced concrete work in (Based on Building SOR 2015-16, P-306

- Item code- 5.4.1)

A (A) Foundations,footings,Base of columns and Mass concrete. 1.6 2941.96 Cmt.

30 Job work for checking water pressure on exiting line as per instruction 13.00 670.00 No

of engg in charge. Rate includes excavation of trial pit, making hole of

15 mm dia, fixing UPVC pipe up to 1.5 mt height, fixing pressure

gauge. After gauging, fixing pukka butch followed by pecking &

compacting the filled up soil etc completed as directed by engg , in

charge. (Approved Rate)

31 Providing & supplying & Laying diff. dia. Sluice Valves Glen dory 20.00 385.00 No

leakage repairing the excavation in any type of soil, refilling, necessary

nuts, bolts etc complete as directed by Engg. in charge.(Approved

32 Providing , Supplying and using size 15 to 50 mm dia. Pvc mm Pipe 35.00 375.00 No

line Up To 1 Mtr.Length.With Matirials like Pipe, Coupler, Union, Elbow,

TEE, End-Cap, Band, F.T, M.T, Tailpiece, Reducer, M-Seal, Solution,

Excavation per day per ward including Labor and Fitter To

PreventLeakage etc.As per instuction of Engineer incharge.Excavation.

including Labor and Fitter. (Approved Rate)

33 Providing , Supplying and using Of up to 50 mm To 75 mm dia.Pve 15.00 425.00 No

Pipe line For Braking Connection Up to 1Mtr Length With Matirials like

Pipe, Coupler, Union, Elbow, TEE, End-Cap, Band F.T, M.T, Tailpiece,

Reducer, M-Seal, Solution, Excavation per day per ward including

Labor and Fitter To Prevent Leakage etc.As per instuction of Engineer

incharge. Excavation. including Labor and Fitter.(Approved Rate)

34 Labour charge for cutting of existing P.V.C. pipeline for making branch

connection & existing P.V.C. tee, collar and other specials like topper

etc. if required. The item including excavation dewatering of trenches

and pipe line, cutting of existing pipeline, including carting of pipe &

surplus earth upto 50mt. lead etc. comp the work is to be completed in

stipulated time limit without interruption of regular water supply. The

rate include all necessary precautionary measures to prevent any lane

slide in trench and P/F safety grad board on road slide. The joint

should be made water tight slide. The joint should be made water tight

and leak free etc complete as instruction given by engg in charge.

(Approved Rate)

a (A ) 90 mm dia. To 150 mm dia. Line 9.00 350.00 No

b ( B ) 160 mm dia. To 200 mm dia. 9.00 500.00 No

Total Amount Rs.

Total Amount Rs.

CONTRACTOR'SSIGNATURE ADDL.CITYENGINEER

&STAMP (WestZone)

AHMEDABADMUNICIPALCORPORATION

InvitationforBid(IFB)

1. TheAHMEDABADMUNICIPALCORPORATION,(Hereinaftercalled“theEmployer”)invites

sealed Tender document from reputed and qualified bidders for the construction

ofWorksdetailedintheTablebelow:-

Sr. No. Nameof Works Approximatev Bid Completion

alue of Security Period

works(Rs.) (Rs.)

1 As per CCRS complaints

received in the nava vadaj ward

of the West Zone, water leakage

repair and pollution removal

work as well as upgrading of

existing water lines as per the

requirement.(ARC)(Schedule of

meintanance type work)

2. Tender(acompletesetofbiddingdocument)feeshallbeRs.900/-intheformofDemandDraft /

Pay Order from any Nationalized Bank in favor of MUNICIPAL

COMMISSIONER,Ahmedabad, payable at Ahmedabad, which shall be non refundable.The

fees shall be paidatthetimeofsubmittingthetender.

3. InterestedbiddersshalldownloadthetenderdocumentsfromAMC’swebsitewww.egovamc.co

tenderfeeasmentionedinclause2aboveshallbepaidbythebidderatthetimeofbidsubmission.

4. All bids must be accompanied by Bid Security of the amount specified for the Works in

theaboveTablepayableatAhmedabadanddrawninfavorofAHMEDABADMUNICIPALCORPORA

TION, Ahmedabad.Bid Security will have to be in any one of the forms

asspecifiedinClauseofITB(Instructions toBidders).

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

RamanbhaiPatelBhavan,Usmanpura,Ahmedabad.NotlaterthanA S P E R N I T

Seal and Signature of theBidder Addl.CityEngineer(WestZone)

As per account department(A.M.C.) circular no. 10, Dt.5.8.2024 Bank

guaranteeofsaidworkmustbeof Ahmedabadcitybranch,whichmentionedas

bellow.ANNEXURE-1

(A) GuaranteeissuedbyfollowingbankswillbeacceptedasSD/EMDonpermanentbasis.

(1) AllNationalizedBanksincludingthePublicSectorBank-IDBILYF.

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

GovernmentBusiness(atpresent:AXIS Bank,ICICIBank,HDFCBank)

(B) GuaranteesissuedbyfollowingBankswillbeacceptedasSD/EMDfortheperiodupto.

(1) CommercialBanks :

(1) KotakMahindraBank

(2) RBLBank(TheRatnakar Bank Ltd.)

(3) IndusIndBank.

(4) KarurVysyaBank.

(6) FEDERALBank.

(7) SOUTHINDIANBank.

(2) Co-OperativeBanks of Gujarat

(1) TheKalupur CommercialCo-OperativeBankLtd.

(2) RajkotNagarikSahakariBankLtd.

(3) TheMehsana UrbanCo-OperativeBankLtd.

(4) NutanNagarikSahakariBankLtd.

(5) SaurashtraGraminBank.

AHMEDABAD MUNICLPAL

CORPORATIONMAHANAGARS

DETAILSOFBANKACCOUT

1 Contractor'sname

3 Telephone/mobileno.

4 Permanent account no.

5 Nameofthebank

6 Branchnameandaddress

supplier'ssignaturean

AHMEDABAD MUNICIPAL

CORPORATIONENGINEERINGDEPARTMENT

GENERALCONDITION

1. ContractorshallproducetherelevantregistrationcertificateofAMC/StateGovt/CentralGovt.

2. Contractorshallregistertheworktolabourcommissionerasperlabouract.

3. Contractorshallnotsub-lettheworkwithoutpermissionoftheauthority

4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work

atdifferentsitessimultaneously.Contractor's havinglabour force available during festivalsshallonly

apply. Contractor can not stop the work due to on availably of labour force. In case progressis

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

timelimit, maximumupto10% for remainingwork.

5. Bitumenratedifferencewillbepaidaspertenderconditions,ifapplicable.

6. Advancepayment/ machineryadvancewillnotbe paid.

7. Paymentof runningbillwillbe madeasperrecent A.M.C.policyinforce.

8. Noextrapayment willbemadedueto increaseofcentral/state Govt.Taxes.

9. If the work is not completed within time limit the penalty will be recovered from immediate

billsofcontractors.

10. Ifthe materiali.e. MH coverC.C block etc. supplied from Municipal Corporationstore

thencontractorshallnotclaim foranyextraratefornonexecutionofsuchitem, partly/fully.

11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as

directed"/approved"bytheEngineer-in-charge.

12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken

tomean asa referencetothelatesteditionofthesameinforceonthedateofagreement.

13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence

ofspecific mention of a particular point or aspect, the provisions on these particular points,

oraspects intherelevantIndianStandards shall bereferredto.

14. All measurements and computations, unless otherwise specified, shall be carried out nearest

tothefollowinglimits:

(i) Length,width anddepth(height) --0.01Meter.

(ii) Areas --0.01Sq.Mt.

(iii) CubicContents --0.01Cu.Mt.

15. The distance, which constitutes lead, shall be determined along the shortest practical route

andnot necessarily the route actually taken. The decision of the Engineer-in-charge in this regard

shallbetakenasfinal.

16. Wherenoleadisspecified,itshallmean "allleads"

17. Liftshallbemeasuredfromplinthlevel.

18. Definite particulars covered in the items of work, through not mentioned or elucidated in

it,specifications shallbedeemed tobeincludedtherein.

19. Reference to specifications of materials as made in the detailed specification of the items of

workis in the form of a designation containing the number of the specification of the material

andprefix'M'e.g. 'M-5'.

20. Approval to the samples ofvarious materials givenby the Engineer-in-charge shall not absolvethe

contractor from the responsibility of replacing defective material brought on site or

materialsusedin thework founddefectiveatalaterdate.

21. The contract rateofthe itemof workshallbefortheworkcompletedinallrespects.

22. Nocollectionof materialsshallbe madebeforeitisgotapprovedfromtheEngineer-in-charge.

23. Collection of approved materials shall be done at site of work in a systematic manner.

Materialsshall be stone at site of work in a systematic manner. Materials shall be stored in such a

manneras to prevent damage, deterioration or intrusion of foreign matter and to-ensure the

preservationoftheirqualityand fitness forthework.

24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately

removedfromthesiteof workwithin24hours.

25. Nomaterialsshallbestoredpriorto,duringandafterexecutionshallbekeptinsufficientnumbers

andingoodworkingconditiononthesiteof thework.

26. All works shall be carried out in work man like manners per the best techniques for the

particularitem.

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

forchecking lines, levels, alignment of the works during execution shall be kept in sufficient

numbersandingood working conditiononthesiteof thework.

28. The mode, procedure and manner of execution shall be such that it does not cause damage

orover loading of the various components of the structure during execution or after completion

ofthestructure.

29. All necessary safety measures and precaution (including those laid down in the various

relevantIndian Standards) shall be taken to ensure the safety of men, materials and machinery on

theworks asalsooftheworkitself.

30. The testing charges of all materials shall be borne by the Contractor unless recovery at

onepercenttowardstestingchargesis separately made.

TENDERERSTENDERVALIDITY

ThetendershallbekeptvalidforacceptanceforaperiodofOneHundredTwentyCalendardays

(120)from openingofprice bids.

SECURITYDEPOSIT

Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall

furnishto the Corporation Security Deposit of 3% (Three percent) of the contract price cheque or

BankGuarantee,payorder, ordemanddraftofNationalizedBanks andScheduleBanks only.

CONTRACTOR'SSIGNATURE ADDL.CITYENGINEER

&STAMP (WestZone)

AHMEDABADMUNICIPALCORPORATION

EGINEERING DEPARTMENT

GENERALSPECIFICATION

(1) ) Theworkshallbecompletedwithin12Month.

(2) ) The contractor shall beremain responsible for Workmen’ scompensation if anywhen

suchcaseoccurs.Thecontractorshall arrange formed iampasant night andfencing and pagi

and shall beresponsible for any damage of life and l imb or property ifany happen, during

the execution of work. In case of dispute for unseen oroverlookeditemsthe decision

of the city Engineer shall befinal. The contractor shallhavetogivesite clean of all rubbish

on completion of work and have over thebuildingwith final finishing of the work as

directed. All the rejected materials

shallberemovedfromsitewithin24hoursbycontractoratthisrskandcost.

(3) ) 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

intherequired proportion.Inoncaseheshall beallowed to mix the mortar either

onfloororanyfinishedsurfaces.

(4) )The contractor shall have to make his own arrangement for water required for

theworkandshallpaythewaterchargesasperwatermeter.

(5) ) Ifany extra item crops upduring the progress of work the same shall becarriedout by

thecontractor andheshall bepaid at the rate f ixed byC. E. as per the

rateanalysisbasedoncurrentmarketrates.

(6) ) Ifin the interest of the Corporation it is necessary to change either any site orthe

design ofthepropose workthe contractor shall carry out the same at his quotedrates

without charges any extra and the contractor will have to carry out the worksandhe

will bepaid atthe rate quoted byhim and noclaim for extra for

subsequentchangesmaybeentertained.

(7) ) Retetion money at the rate of 2 %shall bededucted from every running bill ofthe

contractor andwhichwillbepaidatthe t ime of final bill, for works costing MorethanRs.10-

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

thedateof openingofthe tenders for this work and that the tenderer shall not

beallowedto withdraw on modify the offer on his own during the period.

Ifanytenderer withdraw or makes any modifications ( s) or addition ( s) in the terms

andconditions of his tender notacceptable totheMunicipal Corporation

theMunicipalCorporationshall without prejudiceto any right or remedy beat l iberty to

forfeit infullthesaidearnestmoneyabsolutely.

(9) ) Asper Circular No. MCR 2176 ( 96 )2418 ( ii) GHH dated 31 - 03 - 77 i ssued byGovernment

of Gujarat contractors are requested to produce their quarry materials forconstruction

workthroughlegal sources. i .e. only form the quarry lease holders,permit holder or

middle man who satisfies the contractor as to the legality of

thesourceofpurchasebyhimonthesematerials.

(10) ) Contractorhastomakehisownarrangementforprocurementofsteelandcement.

(11) ) Conditionaltenderwillnotbeaccepted.

(12) ) Alltendersaretobesubmittedinduplicatewithoutwhichthe

(13) ) tendersareliabletoberejected.

(14) ) Condition ofform B 1Standard Specification of material &code of practice

willbeapplicable.FormB1&B2canbeisavailableonwebsite.

Contractor’sSignature

Add.CityEngineer(WestZone)

AHMEDABADMUNICIPALCORPORATION

ENGINEERDEPARTMENT-WESTZONE

NAVA VADAJ WARD

TECHNICALSPECIFICATIONS

NameofWork:- WATER PIPELINE UPGRADATION WORK,LEAKAGES REPAIRING WORK &

POLLUTION REMOVING WORK AT VYASVADI TO BALOLNAGAR TO GST CROSSING

TO NIRNAYNAGAR UNDERPASS TO AKHBARNAGAR CIRCLE TO VIJAYNAGAR

CROSSINGTO SANGHAVI CROSSING TO KOHINOOR HOTEL AREA T.P ROAD AND

DIFF PLACES IN POCKET-2 AREA OF NAVA VADAJ WARD IN WZ.(ARC)

Item No.1 :-Transporting from AMC store and laying spigot and socket New DI pipe line DI-k-9 pipes

ofvarious classes withCI/DI/MS specials of following diameters. Rate includes

excavation upto minimum 1.0 mt. depth from top of pipe / as per requirement in

any soil, refilling afterlaying pipe, covering and temptation of carting surplus earth

up to 30 mt. lead and wateringand compaction.Clearingthe site.All Jointsshallbe

madetight &leakfree etc.comp.

Modeof measurement

MeasurementshallbepaidbyRmt.basis.

Item No.2 :-Only Removing & recover of existing CI/DI pipe line & Specials, removing any type of joint

,carting it to the Muni. Stores as & where directed as per instruction of Engg. In charge

withexcavation&refilling.

Labour charges for Only Removing & recover of existing CI/DI pipe line & Specials,

removingany type of joint , carting it to the Muni. Stores as & where directed as per

instruction ofEngg.Inchargewithexcavation&refilling.

Modeof measurement

Measurementshallbepaid byRmt.basis.

Item No.3 :-Removing & relaying of existing CI/DI pipe line & Specials, Cleaning of pipe & Specials

fromInside, including excavation, refilling etc. comp. in line & level with any type of joints as

perinstructionofengg.in charge.

Labour charges for recovering & cleaning C.I. Water pipe line & relaying the same

incl.excavation&refilling andJointingpipeinlineandleveletc. comp.Asdirected.

Modeof measurement

Measurementshallbepaid byRmt.basis.

Item No.4 :-Labour charges for installing and jointing Sluice Valves including loading, transporting

fromowner's store, lowering in location to the required with excavation refilling alignment

bycrane/ tripod and chain block including cost of total nos. of nuts, bolts, Necessary

gasketsand excluding fixing of tail pieces with lead & jute etc complete as directed by Engg.

Modeof measurement

Measurement shallbepaid byNo.basis.

Item No.5 :-Labour Charges for removing and recover of ex. C.I. Sluice valve with tail pieces and carting

ituptoMuni.StoreorsiteasperinstrctionofEngg.Inchargeiteminclude.necessaryExcavation,rem

ovingormakingjoints,refilling etc.comp.asdirectedbyEnggincharge.

Modeof measurement

Measurement shallbepaid byNo.basis.

Item No.6 :-Cutting of existing pipelines of following diameters including carting of nece. specials

fromAMCstoretositeandfromsite toAMCstore(recoveredmaterials)nace.labours

forexcavation, jodan & backfilling fitter, supervisor, etc. complete. Rate also includes

electriccutter,dewateringpumpfuelandtransportationofmachineries,chainpulleyblockifrequi

resworking ataninstructedspecifictimeofdayornightetc.complete.

Modeof measurement

Measurement shallbepaid byNo.basis.

ItemNo.7:-LabourschargesforcollectingspecialsfromMunicipalsstoreloading,transportation,unloading to

the site, laying and fixing CI specials inclusive of all jointing materials like lead,spun etc.and

labour, exacavation re-filling and nece. dewatering as per instrucation of engg.incharge.

Modeof measurement

Measurementshallbegiveninkg.Basis.

Item No.8 :-Labour charges for recovering CI specials from old line by heating the old joints by gas /

anyheatingdeviceandrecoveringthefittingsinre-

usableconditionandloading,carting,unloadingthemtonearby Municipalstores.

Modeof measurement

Measurementshallbegiveninkg.Basis.

Item No.9 :- Labour Charges for Repairing of Leakage in CI/DI Pipe line of Following Dia meter at

diff.places including necessary excavation manually or by mechanise excavation ,dewatering

removing of mud cleaning of pipe and leakage portion inclusive of mechanical devices

Jcb/Hydra/Crain if necessary & labour required with providing material such as lead

wool,tools requires for inserting the lead wool in leakage joint etc.comp(incl.all material but

excluding cost of pipe)(GWSSB SOR 2022-23 PAGE NO-74,ITEM NO-2 Sec-G).

Modeof measurement

Measurementshallbegivenin Nos Basis.

Item No.10 :- Excavation for trail pit of maximum diamension of 1.5 mt x0.75 x 1.5 mt depth for

locationof existing line including excavation but excluding cost asphalt cutting but including

refilling,wateringetc. compasper instruction ofEnggincharge.

Modeof measurement

MeasurementshallbegiveninNo.Basis.

Item No.11 :- Making hole on existing CI/DI/MS water pipe line including nacessary GI fittings item

alsoincludes necessary excavation, dewatering and refilling as per instruction engg. In

chargeetc.comp.

Modeof measurement

MeasurementshallbegiveninNo.Basis.

ItemNo.12:-FixingofvalveRoadboxincl.locatingvalve,nece.excavation,BrickMasonary,PCCwork.

ItemalsoincluescartringformAMCstoretosite.Etc.Comp.asdirected.

Modeof measurement

MeasurementshallbegiveninNo.Basis.

Item No.13 :- Labour charges for doing washout of water pipe line at end including necessary

excavationrefillingthe pit.Allowingthewatertoflowfor15minutestwiceor

thriceaspersitecondition during supply hour, dewatering the pit and plugging with existing

wooden butch.etc.comp. asperinstruction

Modeof measurement

MeasurementshallbegiveninNo.Basis.

ItemNo.14:-Supplyingwoodentaperbunchesfromjunglewood(Like limda,ambo)Etc.comp.

The wooden taper plug should be made from country wood as per the sample

andsuitabletothe/dia ofpipeand should befree from cracks.

Thesizeofwoodenplugshould theplugcaneasilyenteredinpipeandfixedproperly

withtheconnectionofpipesothatwatermaynotteakthroughplugandcaneasilyremovedasandwhe

Modeof measurement

MeasurementshallbegiveninNo.Basis.

ItemNo.15 :-P/S OFgood qualityofrubberringsforfollowingdiameter.

Modeof measurement

MeasurementshallbegiveninNo.Basis.

Providing,SupplyingandfixingISImarkapprovedqualityforferrulconnectingtoexistingCI/DIpipeline

ofwatertightjoints per inst.ofengg.incharge.

P/SOFandfixingISImarkapprovedqualityforferruleconnectingto

existingCI/DIpipelineofwa

tertightjoints perinst.ofEngg. in charge.

Modeof measurement

MeasurementshallbegiveninNo.Basis.

ItemNo.17:- Excavation for foundation up to 1.5 mt. depth including sorting out stacking of useful

material & disposing of excavated stuff up to 50 mt. lead loose or soft soil SOR - (Jan. 2016)

Rates for Labour work for water pipe line

Modeof measurement

Measurementshallbegiven inCmtBasis.

ItemNo.18:-Conveyancechargeofearth,lime,murrum,buildingrubbish,manualgarbage,sludge,excavated

rock ,fly ash, aggregate of any kind etc. comp.up to 5.0 Km. lead(BasedonBuildingSOR2015-

16,P-589-Item code-3.2.1)

All the surplus earth etc. shall be carried away immediately from the site of work to a

placewithin average 5 km distance as directed and shall be dressed as orderedby the

Engineer,so as not to cause any in convenience to the public or traffic. Failing which in view

of publicas safety and traffic convenience the Corporation shall carry out the work by any

otheragency at the contractor's risk and cost. If the instructions are not complied within

daysfrom the date of order to cart the surplus materials and clear site, the said work shall

becarried out by the Municipal Corporation at the risk and cost of the contractor and so

claimor disputeentertainedin thisrespect.

Modeof measurement

MeasurementshallbegiveninCmt Basis.

ItemNo.19:- Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth consolidation each deposited layer by ramming

and watering SOR - (Jan. 2016) Rates for Labour work for water pipe line

Modeof measurement

Measurementshallbegiven inCmtBasis.

Item No.20 :- Extra rate over item of excavation of earth for excavation of asphalt pavement of

thicknessup to 0.20 meter including demolishing the asphalt carpet,metal,soiling

etc.comp. withstacking thematerialasdirected.

extrarateforexcavationofasphaltpavementofanythicknessincludingdemolishingtheasphalt

carpet, metal, soiling etc. complete with stacking the materials as directed. The roadsurface of

asphalt shall carefully be opened to full width as directed by the Engineer in chargeAsphalt,

popada's souls, metals etc shall be separately deposited in such places as may bedetermined by

the Engineering-charge. In case above materials not being so deposited or beingmixed up with

the excavated materials will not be allowed for refilling. The cost of materialsshall be charged

from the contractor. The decision of the C.E. shall be final and binding to

thecontractor.Theratepersq.mt.inthisitemshallbepaidextraadditiontotherateforexcavation.

For detailed specification refer 5th revision of MORTH (2013) & also ammendment

shallbeapplicabletothelatest versions.

Modeof measurement

Measurementshallbe giveninSmtBasis.

Item No.21 :- Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on site

byusingOperator,fuel,powerSupplyetc.CompleteasDirected.(Nopaymentshouldbe

allowedfornonworkingconditionofmachineryandforpipelineexcavationandM.H.work.Allowedonlyforbr

TheItemShallincludevariousoperationcost.Suchasdiesel,Driver,Salary,Electrification,etc.TheWor

k Shall Carriedouton riskofContractor.

The WorkShallbedoneas perEngg.incharge.

Modeof measurement

MeasurementshallbegiveninHr.Basis.

ItemNo.22:- Providing & Supplying JCB Machine on rental basis in case of emergency situation

andbreakdowntypework&alsoduringunavoidableconditionasperinstructionofengg.incharg

e , rate includes all nece. shifting, fuel and operating charges and stacking ofuseful & non-

useful materials separately up to store. (No payment should be allowed fornon

workingcondition of machinery and for pipe line excavation and laying work) (

BasedonPreviouslyapprovedratebyC Esir.

TheItemShallincludevariousoperationcost.Suchasdiesel,Driver,Salary,Electrification,etc.TheWor

k Shall Carriedouton riskofContractor.

The WorkShallbedoneas perEngg.incharge.

Modeof measurement

MeasurementshallbegiveninHr.Basis.

Item No.23 :-Providing and operation dewatering Pump including fuel charges & operator Charges etc.as

directed etc. comp. (Shift for Eight Hour) (For Each Pump Set, No payment should

beallowed for non working condition of machinery) (Based on Previously approved rate by

ProvidingandOperationHondaPumpincludingfuelcharges&Operationasdirectedetc.completeasdi

rectedbyEngg. incharge.

Modeof measurement

MeasurementshallbegiveninShiftBasis.

Item No.24 :-Providing, laying and jointing in true line and level U.P.V.C pipe (SCH - 40) of following

dia.including fittings of standard make as approved by Engineer - in - charge. Pipe shall

befixed on the wall with the help of clamp at every 2000 mm centre to centre or shall

beconcealed as directed including necessary fittings etc. including testing of pipe and

jointsand fixing the same with adhesive solvent, including cost of all materials. (As

peruildingSOR2015-16)

Modeof measurement

MeasurementshallbegiveninRmtBasis.

Item No.25:- Supplying, labour for excavation of all types of soil at any depth including excavation of asphalt

pavement of any thickness, demolition of brick work in CM of any proportion including stacking of

serviceable materials and disposal of unserviceable material etc. comp. as directed. SOR - (Jan. 2016)

Rates for Labour work for water pipe line.

Modeof measurement

MeasurementshallbegiveninNo.Basis.

Item No.26 :- Providing & Supplying And Fixing Following Size Spindle For Sluice Valve Of Following Size.

The Rate Is inclusive of removing exsting damaged spindle, take it away & replacing a new

spindle of the same size & shape made from gun metal/stainless steel or mild steel as the

case may be the rate is also inclusive of excavation, removing/refixing the spindle with req

nut bolts rubber gasket, gallen dori etc and making the valve feeting leak proof. (Up to

mm) (Approved Rate).

Modeof measurement

MeasurementshallbegiveninNo.Basis.

Item No.27 :- Providing & Supplying And Fixing Following Size Check nut For Sluice Valve Of Following

Size. The Rate Is inclusive of removing exsting damaged Check nut, take it away &

replacing a new Check nut of the same size & shape made from gun metal/stainless steel

or mild steel as the case may be the rate is also inclusive of excavation, removing/refixing

the Check nut with req nut bolts rubber gasket, gallen dori etc and making the valve

feeting leak proof. (Up to 150 mm) (Approved Rate).

Modeof measurement

MeasurementshallbegiveninNo.Basis.

Item No.28 :- Protection work for exavated pits for making connection incl.nece.Materials. (Approve

Modeof measurement

MeasurementshallbegiveninNo.Basis.

Item No.29 :- Providing and laying cement concrete work 1:2:4 (1-Cement:2-Coarsesand:4-graded stone

aggregates 20 mm nominal size) and curing complete excluding cost of form work and

reinforcement for reinforced concrete work in (Based on Building SOR 2015-16, P-306 -

Item code- 5.4.1)Modeof measurement

MeasurementshallbegiveninCMT.Basis.

Item No.30 :- Job work for checking water pressure on exiting line as per instruction of engg in charge.

Rate includes excavation of trial pit, making hole of 15 mm dia, fixing UPVC pipe up to

mt height, fixing pressure gauge. After gauging, fixing pukka butch followed by pecking &

compacting the filled up soil etc completed as directed by engg , in charge. (Approved

Modeof measurement

MeasurementshallbegiveninNo.Basis.

Item No.31 :- Providing & supplying & Laying diff. dia. Sluice Valves Glen dory leakage repairing the

excavation in any type of soil, refilling, necessary nuts, bolts etc complete as directed by

Engg. in charge.(Approved Rate).

Modeof measurement

MeasurementshallbegiveninNOSBasis.

Item No.32 :- Providing , Supplying and using size 15 to 50 mm dia. Pvc mm Pipe line Up To 1 Mtr.Length.With

Matirials like Pipe, Coupler, Union, Elbow, TEE, End-Cap, Band, F.T, M.T, Tailpiece, Reducer, M-Seal,

Solution, Excavation per day per ward including Labor and Fitter To PreventLeakage etc.As per

instuction of Engineer incharge.Excavation. including Labor and Fitter. (Approved Rate)

Modeof measurement

MeasurementshallbegiveninNo.Basis.

Item No.33 :- Providing , Supplying and using Of up to 50 mm To 75 mm dia.Pve Pipe line For Braking

Connection Up to 1Mtr Length With Matirials like Pipe, Coupler, Union, Elbow, TEE, End-

Cap, Band F.T, M.T, Tailpiece, Reducer, M-Seal, Solution, Excavation per day per ward

including Labor and Fitter To Prevent Leakage etc.As per instuction of Engineer incharge.

Excavation. including Labor and Fitter.(Approved Rate).

Modeof measurement

MeasurementshallbegiveninNo.Basis.

ItemNo.34:- Labour charge for cutting of existing P.V.C. pipeline for making branch connection & existing

P.V.C. tee, collar and other specials like topper etc. if required. The item including

excavation dewatering of trenches and pipe line, cutting of existing pipeline, including

carting of pipe & surplus earth upto 50mt. lead etc. comp the work is to be completed in

stipulated time limit without interruption of regular water supply. The rate include all

necessary precautionary measures to prevent any lane slide in trench and P/F safety grad

board on road slide. The joint should be made water tight slide. The joint should be made

water tight and leak free etc complete as instruction given by engg in charge. (Approved

Modeof measurement

MeasurementshallbegiveninNo.Basis.

ThisSpecificationcoverstherequirementsforcollectingfromMunicipalStoresorcontractor’s

stack yard transportation of cast to work sites laying, jointing and field testing of

castironpipesandfittingsfor thewater distributionNetwork.

AndAlltypeONSITEMaterialresponsibilityonlyLabourcontractor.

APPLICABLECODES:

Various operations such as transport to work sites lowering in trenches laying jointing

andfield testing of cast iron pipes and fittings shall comply with all currently applicable standards.

Inallcasesthelatestrevisionofthestandardsshallbereferredto.Ifrequirementsofthisspecification

conflict with therequirementsofthestandardsthisspecificationshallgrove.

(a) IS:638Specificationforsheetrubberjointingandrubberinsertingjointing.

(b) IS:782Specificationforcaulkinglead.

(c) IS:1538Specificationforcastion fittingsforPressurepipesforwatergas andsewage.

(d) IS:3114Codeofpractice forlayingofcast-iron.

(e) IS:3400Methodsof test forvulcanizedrubber(Partsto20)

(f) IS:5382SpecificationforrubbersealingringforGasmainswaterandsewers.

(g) IS:6587Specificationforspun /yarn.

CARTINGANDHANDLING:

Cast iron pipes fittings (specials) and valves with tail pieces shall be transported from

theMunicipal Stores or contractor’s stack yard to the work sites at places along the alignment

ofpipeline as directed by Owner /Engineer. The Contractor shall be responsible for the safety

ofpipes fitting and vales with tail pieces in transit loading/unloading. Every care shall be exercised

inhandling pipes and fittings to avoid damage. While unloading the pipes and fittings shall

withsteadying ropes of by any other means. Padding shall be provided between coated pipes

fittingsand skids to avoid damage to the coating Suitable gape between pipes should be lift at

intervals inorder to permit access from one side to the other. In case of spigot socket pipes care

betakenregardingorientationspipeswhileunloading.Asfaraspossiblepipesshallbeulnaaddedon one

side of the stretch only. The pipes shall be checked for any visible damage (such as brokenedges

cracking or spelling of pipe) while undo adding and shall be sorted out for reclamation anypipe

which shows sufficient damage to preclude it from being used shall be discarded shall

beprohibited. Necessary warning boards and lamps should be provided in front and side of pipes

toavoid any accident. Pipes should be stacked with sufficient packing to prevent rolling of the

same.Contractorwillbefullyresponsibleforanyaccidentduetopipesorothermaterialsstackedonsiteof

yard.Contractorwillbefullyresponsibleforanylegalformalitiesarisingduetosuch

accident and all legal charges there of shall be paid by contractor of will be recovered from

hisrunningbillofthesameor otherAMC works.

Each stack of pipes shall contain only pipes of same class and size, with consignment

orbatch number marked on it with particulars of supplies wherever possible storage shall be

doneonfilmlevelandcleangroundandwedgesshallbeprovidedatthebottomlayertokeepthestack

stable. The stack shall be in pyramid shape or the laid length wise and crosswise in

altimeterlayers. The pyramid stack shall be made for smaller diameter pipes for conserving space

in storingthem. The height of the stock shall not exceed 1.5m. Fitting and sluice valves with tail

pieces shallbe stacked under cover and separated from pipes. Rubber rings shall be stored in

clean cool storeaway from windows boiler electrical equipment and petrol oils or other chemicals

Particularly inthe field where the rubber nods are being used it is desirable that they are left out

on the groundinthesun orovermuch underheavyfrostofsnow conditions.

The Contractor shall visit the before tendering and get himself acquainted site

conditionand the regulations regarding the laying of pipes in congested areas heavy traffics areas

etc. Thesuccessful bidder shall take the necessary permission and clearance of all the authorities

likedepartment ofads traffic water supply andthe drainage electricity broadtelephone

companyetc.Wherevernecessary.

Roadreinstatementshallnotbeincludedinbackfillingunlessspecified.

To protect person from injury and to avoid damage to property adequate

barricadesconstruction signs red lanterns and guards as required shall be placed and main lined

during theprogress of the construction work and unit it is safe for the traffics to use the roadways.

Therelevant Indian standards and the rules and regulations of the local authorities in regarded

tosafetyprovisionsshall beobserved.

General lighting for works site, warning lights, sign boards, fencing etc. shall be

providedbycontractorat hisown cost.

Suitable fencing shall be provided along the sides of trenches and pits. The post of

thefencing shall be of timber securely fixed in the ground not more then 3m.apart and they shall

beless than 75 mm in diameter of less than 1.2 m above the surface of the ground. There shall

betwo rails. One near the top of the post and the other about 450 mm. Above the ground and

eachshall be from 50mm to 70mm in diameter and sufficiently long to run from post to post

whichthey shall be bound with strong rope. The method of projecting rails beyond the posts and

tyingthem together where they meet will not be allowed on any account. All along the edges of

theexcavatedtrenchesabankofearthabout1.2.mhighshallbeformedasrequiredbytheOwner/Engine

er for further protection. The above work shall not be paid for separately and

thecontractorshalltakeintoaccountthecosts of suchworks andquoteaccordingly.

Whole work shall done within 24 hrs. by parts or whole work so that water supply

fromAMCshallnot bedisturbed.

The excavation in the foundation shall be carried out in true and level and shall have

thewidth and depth as required and as directed. The Contractor shall provide necessary slopes to

asafe angle or steps as required or directed at his own cost No extra payment shall be made

forsuch precautionary measures taken. The bottom of the excavated area shall be leveled

bothlongitudinally and transversely as directed by removing excess soil and watering as required.

Noearth filling will be allowed for bringing it to level if by mistake or any other reason excavation

ismade deeper or wider than as directed. The extra depth or width shall be made up with

concreteof the same proportion as specified for the foundation concrete at the cost of the

contractor. Theexcavation up to any required depth shall be carried out under this item as

required and directedbyengineerin charge.

SurfaceExcavationfor Road Work:

Excavation exceeding 1.5 mm in width and 10 sq mm on plan but not exceeding 30 cm

indepthinall kindsofsoilwhicharespecifiedshallbeastreatedas surfaceexcavation.

Excavationintrenchesforservicelines-Watersupplyand Drainage:

Excavation in trenches shall be carried out in any material encountered on the site

toenable the service lines to be laid to the lines and levels shown and as directed. Excavation

shallbe made with adequate and stable side slopes or shoring strutting if necessary. The

contractorshall provide all measures to protect adjoining properties service limes etc. The

contractor shalltakenecessaryaction tokeepexcavationfreefrom water.

Trenches shall be wide enough to provide sufficient space for joining and inspection.

Thetrench bed shall be trimmed and rammed with sprinkling of sand or murmur so that the

pipeswhen laid to the required levels and gradients shall be no the bottom fully supported along

theentire length of the pipe. The trench shall be deepened and widened locally to receive the

socketsandtopermitthejointtobemadeandinspected.

Beforeexcavationisstartedrailsshallbeerectedatconvenientplacesandatallchangesofdirectio

nandgradientsatadefiniteandasfaraspracticableuniformheightabovetheproposedinvertlevelofthep

ipesthecenterlimebeingclearlymarkedoneachhorizontalrail.The depth of excavation and level of

the pipe invert shall be checked by means of benching roadofappropriatelengths.

DisposaloftheExcavatedStuff:

The excavated stuff of the selected type shall be used for filling the trenches and plinth

orleveling the ground in layers including ramming and watering etc. complete. The Contractor

shallremove the balance of the excavated from the site of work to a place as directed within a

leadunto50mmand for alllift.

FilingofTrenches:

Assoonastheworkinfoundationhasbeencompletedandmeasuredthesidesoffoundation shall

be cleared of all dedans brick bats mortar dropping etc. and filled with earth

inlayersnotexceeding15cmEachlayershallbeadequatelywateredrammedwellandconsolidated

before the succeeding layer is laid. The earth shall be rammed with iron rammerswhere feasible

and with the butt ends in layer of crowbars where rammer cannot be used. Theplinth shall be

similarly filled with earth in layers not exceeding 15 cm adequately watered andconsolidated by

ramming with iron or wooden rammers. When filling reaches finished level thesurface shall be

flooded with water for at least 24 hours and allowed to dry and then rammed

andconsolidated.Thefinishedleveloffilingshallbekepttoshapeandgradientintendedtoreceive

anyfloorfinish.The excavatedstuff of the selected typeonlyshall be allowedtobe usedforfilling the

trenches and plinths. Under no circumstances black cotton soil shall be used for fillingtheplinths.

FILLINGMATERIALS:

Filling materials may be either excavated stuff of selected materials brought from

outside.Excavated stuff or selected earth to be used shall be cleared of all rubbish large size

stones brickbats etc. complete and big clods shall be broken down to a size of 50 mm or less. The

selected soilandor murmuroranyothermaterialsshallbegotapprovedbeforefilling.

Refillingshallbedoneinasystematicmannerbythecontractorbeforerefillingstarts,thecontractor shall

gotcheckedthetrenches readyforrefilling.

The space between foundation masonry concrete pipe line and the sides of

excavationand/or bottom of found at ion shall be refilled to the original surface or up to plinth

level withearthorselectedmaterialsinlayers of15 cmto20 cm eachwell wateredandrammed.

Each layer shall be watered and compacted with heavy rammer before the upper layer is laid

tillthefinal levelis reached toformathoroughlycompactedbase.

Refillingontopofpipe shallbecarriedoutcarefully withselectedsoftstuffoutoftheexcavated

stuff.Therefilling shallberaised about5 cams.Forsubsequentsettlements.

The contractor shall be responsible for any settlement during passage of time of during

monsoonandthe sameshallberefilled withstuffbrought from theout sideif necessary.

The process of refilling brunches in plinth watering ramming shall be carried out in such

awayas nottodangertopipelineforfoundationfootingplinthwelletc.alreadylaid orbuiltup.

If watering is not done by contractor with its own arrange meant watering charges at

20%ofthis itemrateshallbedeductedfromthebillagainst thisitem.

The rubber ring shall be stored in a cool dark dry and dust free environment The

storageshall not be exposed to direct sunlight or any heat radiating appliance. The rings shall not

beallowedtocomeincontactwithanyfuels andshallbestoredfreeoftension.

Rubber rings shall be clearly labeled in bundles to indicate the type of ring. The size

ofpipes for which they are to be used the manufacturer’s name or trademark and the month

andtheyearofmanufacture.

The rings shall comply with IS 5382 regarding their material finish tolerance in

dimensionandphysicalrequirement.

The rubber rings shall be such that they shall not show any signs of deterioration for

anyreason during the contractperiod plus the defects liability period, Entire expenses

associatedwith correcting defects in this regard including replacement of rubber rings shall be

fully borne bythecontractor.

In jointing cast iron spigot and socket pipes and fitting with tycoon flexible joints

thecontractor shall take into account the manufacturer’s recommendations as to the methods

andequipment to be used in assembling the joints. In particular the contractor shall ensure that

thespigot end of the pipe to be jointed is smooth and has been properly chamfered that the

rubberring as per IS 5382 is correctly positioned in the socket and that the two pipes are

accurately inline, before the joint is made. The rubber rings and any recommended lubricant shall

be obtainedonlythrough thepipesupplieroras directed bytheEngineer.

LEADCALCULATINGJOINTS

The jointing shall be done with molten lead and spun yam. Pin lead shall be of

uniformquality clean and free from foreign materials. It shall be of uniform softness capable of

beingeasily caulked or driven. It shall conform to IS: 782 Spun yarn shall be of clean hemp and of

goodquality.Itshallconform toIS:6587Itsquantityshall beasfollows.

QuantitiesofspunYarnforDifferentSizesofPipes

(Materialsforsinglecollarjoints)

NominalInternal Spun Yarn

Note: Under special circumstances the Engineer-in-charge may decide the quantities of spun

yarndepending upon the site conditions. The quantity of different diameters of C.L. pipes and fittings

shallbeasfollows:

QUANTITIESOFLEADYARNFORDIFFERENTSIZESOFPIPES

Normal Lead/ Depth

Sizeof JointK oflead

Pipemm g Jointmm

Note:Thequantitiesofleadgivenareprovisionalandavariationof20percentispermissibleeither

Lead shall be heated in a melting pot kept in easy reach of the joint to be poured so

thatthe molten metal will not be chilled in being carried from the melting pot to the joint and

shall bebrought to a proper temperature so that when stirred it will show a rapid change of color.

Beforepouring allscumshallberemoved.Each jointshallbemadewith

one continuous pour filling of the entire joint space with solid lead. Spongy or

imperfectlyfilledjointsshallbebuntoutandrepaired.

The joint runner shall fit snugly against the face of the socket and the outside of the

pipeshall be dammed with clay to from a pouring lip to provide for filling the joint flush with the

faceandtothetopof thesocket.

The jointed is done by first caulking in spun yam, then filling the remainder of the

jointspace by running in molten lead, taking care that no dross enters the joint and then

thoroughlycaulkingthelead.Thespunyamshallbeusedtocenterthespigotinthesocketandtopreventth

eflowofmoltenlead intotheboreof thepipe.

After the lead has been run into the joint the lead shall be thoroughly caulked. Caulking

ofjoints shall be done after a convenient length of the pipes has been laid and leaded. The

leadingring shall first be removed and any lead outside the socket shall be removed with a flat

chisel andthen joint caulked removed with a flat chisel and then the joint caulked around three

times withcaulkingtoolsofincreasingthicknessandhammerof2kg.WeightLeadrunjointsshall

bepreferably finished 3 mm behind the socket face. The joints shall not be covered till the pipe

linehas been tested under specified hydrostatic test pressure, though the rest of the pipe line

shouldbe covereduptopreventexpansionandcontractionduetovariationintemperature.

Filling available excavated earth (excluding rock) in trenches plinth sides of foundation

etc.in layers not exceeding 20 cams.In depth consolidating each deposited layer by ramming

The refilling will generally refer to refilling of pipe line trenches, foundation trenches up

toplinth level or ground level withexcavatedstuffselectedsoilbroughtfrom outside.

ClearingorTrenchesorGround:

The excavated trenches for foundation or ground over which filling is to be done shall

beclearedoffallgrass loosestones rubbishofallkinds brickbats aswellastress roots etc.

Theyshallbewellwateredbefore stuffislaid.

Contractor’sSignature

Add.CityEngineer(WestZone)

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

vrùb Ítul Ítulj ytuVem,

1. Wvhtuf< xuLzhtu su <u Jdobtk btLg hSMx[uNl ^htJ<t ftuLx[tfxh©eytuyu ChJt.

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3. ftuLx[tfxh©eytuyu xuLzhle mt&u BGþrlrmvj btLg hSMx[uNlle/ dJobuLx hSMx[uNlle ftuve, (xuLzh ftuve <&t yLg vwhtJt mt&u) yawf mtbuj fhJtle

hnuNu ylu fJh Wvh xuLzh lkch <&t ftuLxufx lkch sYh MvÐ œNtoJJtltu hnuNu.ck^ fhJh Wvh xuLzh ltuxem lkch, xuLzh lkch, ftblwk ltb <&t,

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yûthtubtk jFJw.

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5. ytuAe hfble xuLzh Ve, R.yub.ze. fu xuLzh Ve, R.yub.ze. ÂJltlt xuLzhtu hœct<j (fuLmj) dKtNu.

6. xuLzh mt&u BþfJtbtk ytJ<e yluoMxble, xuLzhle hfblt 1% «btKu cukf duhLxe / zebtLz z[tVx / vu ytuzoh / jtufj btRfh auf&e s MJefthJtbtk ytJNu.

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duhkxelt MJYvbtk ytvJtle hnuNu.

7. cukf duhuLxe btºt ybœtJtœ Nnuhle s MJefthJtbtk ytJNu.

8. xuLzh Ve <&t R.yub.ze.le hfblt ze.ze./ aufle vtA¤ ftuLx[tfxh©eyu vtu<tle mkM&tlwk ltb <&t btuctRj lkch yJ~g jFJtltu hnuNu. ftuLx[t¾xhu

vtu<tle mkkM&tlt auf <&t ze.ze. xuLzh R~gw &gt <theF ctœlt s ytvJt.

9. Nh<e xuLzhtu hœ ct<j dKtNu.

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ytvJtbtk ytJNu. vhkðþ yt yLJgu ftuE CtJ J^thtu ytvJtbtk ytJNu lne. sule ltuk^ >huf xuLzhh ujuJe.

11. xuuLzhtu ftuEvK fthK ytÃgt rmJtg MJefthJt fu lrnk MJefthJt <ule mkÃËKo m•tt BGþrlrmvj frbNlh©ele hnuNu.

12. xuLzhbtk stu ftuR mwDtht JDtht ntug <tu <u ykd xuLzh Ch<t vnujt AuÕju ÂœJmu rlg< JucmtRx y&Jt fauheyu sYhe <vtm fhelu s xuLzh btufjJw.

13. mefgtuhexe zevtuÍex/ vVtuboLm duhuLxele hfb Yt. yuf fhtuz mwDele ykœtS< hfblt ftb btxu jtufj btRfh auf, rzbtLz z[tVx, vu ytuzoh fu cukf

duhkxelt MJYvbtk <&t Yt. yuf fhtuz&e Wvhle ykœtS< hfblt ftb btxu mefgtuhexe zevtuÍex/ vhVtuboLm duhkxele hfb btºt rzbtLz z[tVx, vu ytuzoh fu

ckufduhkxelt MJYvbtk ytvJtle hnuNu.

14. ytuljtRl yul-«tufgwh JucmtRx vh&e ChJtlt &<t xuLzhbtk ftuLx[tfxh/ yusLmeyu xuLzhle ntzo ftuvebtk CtJ Cgto Jdhle mne mefft fhe mcbex

fhJtle hnuNu. stu <ubtk CtJ Chuj nNu <tu <uJt xuLzh hœ fhJtbtk ytJNu.

15. mœh xuLzhbtk ” GST rl<e rlgb bwsc jtdw vzNu ” <u bwsc dK<he fhe xuLzhtu ChJtlt hnuNu.

16.mœh ftb rNzgwj ytuV buRLxulLm «fthlwk Au subtk ytJuj ytuljtRl me.me.yt.yum Vhegtœlt SLA

( Service Level Agreement) rvhegzbtk rlftj VhSgt< fhJtltu &tg Au.stu ytJuj

ytuljtRl me.me.yt.yum Vhegtœltu <ult SLA ( Service Level Agreement) rvhegzbtk

rlftj fhJtbtk lne ytJu <tu leau bwscle vulÕxe fhJtbtk ytJNu.

Sr no Deparmntent Category Problem SLA Period Penalty

1. Engineering Water Water -Other 72 Hours

2. Engineering Water Water-No 240 Hours

3. Engineering Water Water- 48 Hours

4. Engineering Water Water-low 240 Hours

5. Engineering Water Water- 24 Hours

Contractor’sSignature

Add.CityEngineer(WestZone)