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| 1 | SITC of Pump, Motor Spare Parts and Supplying ,carting , laying and jointing of G.I pipe (M), Source work ,Reservoir& qualitative drinking water for each house hold and all other appurtenantworks etc complete KOTwater Supply scheme Under KOT blocks in District Pauri. All rates shall be included all types of taxes and G.S.T. It is necessary the contractor will start the work from source to Distribution System. If any dispute in the source than other workwill not done by the contractor |
| 2 | Constructionofriverbedfiltrationtube-wellincluding,TransportationofRigMachine,Drillingof 250mm dia in Boulders, Send pebbels, rock by ODEX Rig Machine, Drilling of bore 250mm size DTH attachmentfrombottamtocasing,DovelopmentofTubewellbyAirCompressor,Dovelopmentof Tubewell by OP Unit , Dismentling of Rig machine and other equipment, 250mm size well cap, Supply and fixing of suitable size casing sue EN24 250mm dia, Supply and fixing of suitable bit tube of 100cm length, Supply and fixing of 250mm dia MS housing clemp 8mm thikincluding nut bolt, 250mm dia Plain end 6.4mm Thick ERW casing pipe, 250mm dia 6.4mm Slotted ERW casing pipe, S/f of 500lpm 100mtr head DUKE/KSB Three Phase Submersible Pumps, S/f of 20HP Three Phase Electronic pannel with PLC scada, S/f of 100mm dia C Class MSERW Pipe with Flench, S/f of 16mm dia submersible cable, S/f of elbo nipple, cap, reducer etc., S/f of 1.5mtr long MSDF, S/f of 250x100mm well DF Cap, S/f of Nut bolt RubberEtc,250mmdiaMSClamp,100mmdiaBand,100mmdiaTee,100mmdiaReflexValve, 100mm dia Sluice valve, 2 ton Chain Pully, 200mm dia Chain pully Crane movable, Earthing, Reducer,S/f of dozar Pump set, Insttlation testing and commisning of Pumping Plant with all material, equipment |
| 3 | Cleaning of filter tanks including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be emptied of water by pumping & bottom shallbecleanedofsiltandotherdeposits.(ii)Entiresurfaceareaofthesumpshallthenscrubbed thoroughlywithwirebrushetc.andpressurewashedwithwater.(iii)ChlorinationofRCCinternal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.Kot-filter tanks |
| 4 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5sq.meters andunder, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer- in-Charge. With cement mortar 1:4 (1 cement : 4 fine sand) for existing water tank (Provisional) Filterbeds external walls |
| 5 | Finishingwallswithwaterproofingcementpaintofrequiredshade:Newwork(Twoormorecoatsapplied @ 3.84 kg/10 sqm) |
| 6 | Supply and replacing Filter Sand - Effective size 0.45 to 0.70 mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75 M, free board 50 cm, gravel 0.45 M in depth, sand and gravel conforming to I.S. 8491(i)-77, backwash by air wash, standard appurtenances (to be specified), rate of flow controller, filter gauge, sand expansion gauge, etc. For filter beds |
| 7 | Supply and replacing Filter Gravel- Size of grave will vary from 50 mm at the bottom to 2 to 5 mm at thetop with a 0.45 m depth. Specification of Gravel shall meet the requirement of IS 8419 Part (1) -1977 For filter beds |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5 m. |
| 9 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost ofcentring and shuttering - -All work upto plinth level1:2:4(1 Cement : 2 coarse sand : 4 graded stone aggregate). |
| 11 | Aggregate 40 mm size |
| 12 | Aggregate 40 mm size |
| 13 | Supply And Fixing of AMR Bulk Water Meter |
| 14 | Providing of all materials, carting from side store to side of work ,lowering intotrenches with true to alignment,layingofMSERWPIPEgradenYst210,confirmingtoIS:1978-1982,jointingbyelectric welding process with proper gradeof elctodes suitable for jointing of watter supply pipe (Ador, L&T or equivalentelectrodes)by cuttingofpipesandmakingrequiredbendsby welding,completionofworkwith teasting of pipe line etc complete. 100 MS ERW 4.8 mm thick |
| 15 | Providing of all materials, carting from site store to site of work, Laying & Jointing of G.I. screwed pipes (including supply of all jointing materials like specials , white lead,,hemp and oil etc) in trenches with itscutting,threading and testing of pipe line etc complete. |
| 16 | Earthworkinexcavationbymechanicalmeans(HydraulicExcavator)/manualmeansinfoundation trenchesordrains(notexceeding1.5minwidthor10sqmonplan)includingdressing ofsidesand rammingofbottoms,liftupto1.5m,includinggettingouttheexcavatedsoilanddisposalofsurplus excavated soil as directed, withina leadof 50m. Forpipe linein following strata including supply of labour,T&P.etccomplete.Assumingthat50%pipelineislaidintrenches,itisestimatedthat75% excavation will be in soil mixed with shingle, bajri & boulders and rest 25% will be in medium rock. for100 mm dia In soil mixed with boulders |
| 17 | In soft rock |
| 18 | Cartage of following pipes, specials & fittings from Kotdwar to site store for proper completion of works.for 100 mm dia |
| 19 | 100 MS ERW 4.8 mm thick |
| 20 | Supply and fixing of the following fittings including cartage of materials, labour and T&P etc. complete.Wheel Valve/Gate Valve for 50 mm dia |
| 21 | Supply of all materials, labour and T&P etc. and construct following valve chambers as per type design.Wheel Valve Chamber 45cm x 45cm size |
| 22 | Protection worksR.R.1:6 Stone masonry |
| 23 | Protection worksR.R.dry Stone masonry |
| 24 | P.C.C 1:4:8 |
| 25 | Construction of Anchor Blocks of size 0.8M x 0.8 Mx 0.8 M |
| 26 | Providing of all materials, carting from site store to site of work, Laying & Jointing of G.I. screwed pipes (including supply of all jointing materials like specials , white lead,,hemp and oil etc) in trenches with its cutting,threading and testing of pipe line etc complete.65mm dia |
| 27 | 50mm dia |
| 28 | 40mm dia |
| 29 | 32mm dia |
| 30 | 25mm dia |
| 31 | 20mm dia |
| 32 | Dismantling of following dia scrwed and scockedGI pipes special and fittingincluding taking out of dismanting GIpipes and specials from trenchesand them property within 50.00 m but excluding the cost earth work20mm dia |
| 33 | 25 mm dia |
| 34 | 32 mm dia |
| 35 | 40 mm dia |
| 36 | 50 mm dia |
| 37 | 65 mm dia |
| 38 | Relayingof demantling Gipipe in truealigment in trenches including supply of all materials labour T&P etc complete20 mm dia |
| 39 | 25 mm dia |
| 40 | 32 mm dia |
| 41 | 40 mm dia |
| 42 | 50 mm dia |
| 43 | 65 mm dia |
| 44 | In soil mixed with boulders |
| 45 | in soft rock |
| 46 | Cartage of following pipes, specials & fittings from Kotdwar to site store for proper completion of works.for 65 mm dia |
| 47 | for 50 mm dia |
| 48 | for 40 mm dia |
| 49 | for 32 mm dia |
| 50 | for 25 mm dia |
| 51 | for 20 mm dia |
| 52 | Supply of followig pipes % fittings form Rishkesh to site store for proper completion ofworks Wheel Valve/Gate Valve for 50 mm dia |
| 53 | for 32 mm dia |
| 54 | for 25 mm dia |
| 55 | for 20 mm dia |
| 56 | for 15 mm dia |
| 57 | Supply of all materials, labour and T&P etc. and construct following valve chambers as per type design.Wheel Valve Chamber 45cm x 45cm size |
| 58 | Air Valve Chamber 45cm x 45cm size |
| 59 | Cleaningofundergroundsump, R.C.C.Tank(independentstaging)includingdisposalofslitand rubbish,allasperdirectionofEngineer-in-Charge.Thecleaningshallconsistfollowingoperations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be driedusing airjetting and allloose particles shall beremoval fromthe surface.(v) Finally the surface shallbetreatedwithultravioletradiationetc.asperdirectionofEngineer-in-Charge.Existingtankat MPS Exisitng tank at IPS1 Exisitng tank at IPS2 |
| 60 | Randomrubblemasonrywithhardstoneinfoundationandplinthincludinglevelling upwithcement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinthlevel with Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 61 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5sq.meters andunder, including cuttingthepatchinpropershape,rakingoutjointsandpreparingandplasteringthesurfaceofthe wallscomplete,includingdisposalofrubbishtothedumpingground,allcompleteasperdirectionof Engineer-in-Charge.1:4 (1 cement: 4 coarse sand) internal of operators and pump room at MPS |
| 62 | 6MM CEMENT PLASTER 1:3 (1 cement : 3 fine sand) |
| 63 | Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofingcompound by weight of cement for flat tile bricks on top of mud phaska |
| 64 | Providing and laying in position cement concrete of specified grade excluding the cost ofcentring and shuttering - -All work upto plinth level1:2:4(1 Cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). Agrregate 20 mm size |
| 65 | Aggregate 40 mm size |
| 66 | Providing & fixing White vitreous china water closet squatting pan (Indian type) along with “S” or “P” trapincludingdismantlingofoldWCseatand“S”or“P”trapatsitecompletewithalloperations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge.Orissa pattern W.C Pan of size 580x440 mm |
| 67 | Distemperingwithoilboundwashabledistemperofapprovedbrandandmanufacturetogiveanevenshade : |
| 68 | Finishingwallswithwaterproofingcementpaintofrequiredshade:Newwork(Twoormorecoatsapplied @ 3.84 kg/10 sqm) |
| 69 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2graded stoneaggregate 6 mmnominalsize)byvolume,hardeningcompoundmixed@2litreper50kgofcementorasper manufacturer\"sspecifications.Thisincludescostofcementslurry,butexcluding thecostofnosing ofsteps etc. complete. |
| 70 | Painting wood workwithDeluxeMultiSurfacePaintofrequiredshade.Two ormore coatapplied @0.90ltr/[email protected]/10sqmofapprovedbrandand manufacture |
| 71 | Demolishing cement concretemanually/ by mechanical means including disposal of material within 50metres lead as per direction of Engineer - in - charge. |
| 72 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposalof unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 73 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposalofunserviceablematerialwithin50metresleadasperdirectionofEngineer-in-charge.Incement mortar |
| 74 | Demolishingstonerubblemasonrymanually/bymechanicalmeansincludingstackingofserviceable materialanddisposalofunserviceablematerialwithin50metresleadasperdirectionofEngineer-in-charge : In cement mortar |
| 75 | Dismantlingdoors,windowsandclerestorywindows(steelorwood)shutterincludingchowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below |
| 76 | Raking out joint in lime or cement mortar and prepare the surface for re-pointing or pastering, including disposal of rubish to the dumping ground all complete as per direction of Engineer - In- Incharge |
| 77 | SITC ofhorizontalsplit casingcentrifugalpumps forMPSdischarge 261,LPM,301mtrhead,withsuitablemotor and base frame and foundation complete . |
| 78 | SITC ofhorizontalsplit casingcentrifugalpumps forIPS-Idischarge 261,LPM,314mtrhead,withsuitablemotor and base frame and foundation complete . |
| 79 | SITC ofhorizontalsplit casingcentrifugalpumps forIPS-IIdischarge 237,LPM,247 mtrhead,withsuitablemotor and base frame and foundation complete . |
| 80 | Construction of storm water drain with in the campus |
| 81 | Control Panel with 2 VFD (One running, One standby), Switch Gear- /Schneider Incorner & Outgoing, CRCA Sheet Powder Coated, Phase Indicator, MFM, Selector Switch, Floor Mounted. |
| 82 | Mandatory Tools & Spares |
| 83 | Non-Returning Valves |
| 84 | Transportation with Loading & Unloading |
| 85 | Investigation,designandconstructionoffollowing RCC CWR / semisunkreservoirincluding testing, cost of all pipes & fittings, supply and cartage of all material, Labour and T&P etc,complete. Structural design should be from IIT or equivalent institution. (Cap. in KL)50 KL(kot) |
| 86 | 27.5 KL (pawain) |
| 87 | 25 KL(khola) |
| 88 | 22.5 KL (Phaswari) |
| 89 | 17.5 KL (Chamoli,Pokhri) |
| 90 | 15 KL(Thamna,Saldang) |
| 91 | 12.5 KL ( Palota) |
| 92 | 10 KL (Quirali,Dewal,shrikon) |
| 93 | 7.5 KL(,Dhanmund,Syalangi,) |
| 94 | 5 KL (Arya N. ,Dhankur) |
| 95 | 3 KL (Khanda) |
| 96 | Provision for barbed wire fencing wall or such other work all round the land for preventing approach ofunathourised souls. |
| 97 | Provision for repairing of existing CWR tank 5-50 KL |
| 98 | Supplyand installationofbuckettypechlorinatorof25literscapacityincludingbleechingpowder solution doser, chloroscope kit with stop cock & iron cage fabricated with 25 mm x 25 mm square mesh withlocking arrangements below dozer to protect flexible pipe connection with CWR complete with allarrangements in position. |
| 99 | Providing FunctionalHouseholdtapConnection(FHTC)fromexitingsupplymaintoHousehold including withLaying&JointingofG.IPipe(Medium)lineincluding ExcavationofEarthworkupto Requried depth , Plain Cement Concret etc, including all materials and Labours etc as perdirection ofSite Encharge for Proper completion of work. |
| 100 | MakingconnectionwiththeexistingM.S.GalvanisedSupplymains,includingferruleconnection\"s specials etc fixing of bib cock in house hold including all material\"s and labour as per specificition anddirection of Engineer Encharge for proper completi |
| 101 | Provision of hiring of godown during execution of works |
