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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 KADAKOT Pumpingwater 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,TransportationofRig Machine, Drilling of250mm diain Boulders,Send pebbels,rock by ODEX Rig Machine,Drillingofbore250mmsizeDTHattachmentfrom bottamtocasing, Dovelopment of Tubewell by AirCompressor, Dovelopment of Tubewell by OP Unit,DismentlingofRigmachineandotherequipment,250mm sizewellcap, 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 clemp8mmthikincludingnutbolt,250mmdiaPlainend6.4mmThickERW casing pipe, 250mm dia 6.4mm Slotted ERW casing pipe, S/f of500lpm 100mtr headDUKE/KSBThreePhaseSubmersiblePumps,S/fof20HPThreePhase 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 Rubber Etc, 250mm dia MS Clamp, 100mm dia Band, 100mm dia Tee, 100mm dia Reflex Valve, 100mm dia Sluice valve, 2 ton Chain Pully, 200mm dia Chain pully Crane movable,Earthing, Reducer, S/f of dozar Pumpset, Insttlation testingand commisning of Pumping Plant with all material, equipment and labour complete in all respect250 mm dia RBF Tubewell |
| 3 | Cleaning of filter tanks including disposal of slit and rubbish, all as per direction ofEngineer-in-Charge.Thecleaning shallconsistfollowing operations:- (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 dried using air jetting and all loose particles shall beremoval fromthe surface.(v) Finally the surface shallbetreatedwithultravioletradiationetc.asperdirectionofEngineer-in- Charge.Kada Kot-filter tanks |
| 4 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters andunder,includingcuttingthepatchinpropershape,rakingoutjointsand preparing and plastering the surface ofthe walls complete, including disposal of rubbishtothedumpingground,allcompleteasperdirectionofEngineer-in- Charge. With cement mortar 1:4 (1 cement : 4 fine sand) for existing water tank (Provisional)Filter bed internal walls Filter beds external walls |
| 5 | Finishing wallswithwaterproofing cementpaintofrequiredshade :New work(Two or more coats applied @ 3.84 kg/10 sqm) |
| 6 | SupplyandreplacingFilterSand-Effectivesize0.45to0.70mm,uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75 M, freeboard50cm,gravel0.45Mindepth,sandandgravelconformingtoI.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 | SupplyandreplacingFilterGravel-Sizeofgravewillvaryfrom50mmatthe bottom to 2 to 5 mm at the top with a 0.45 m depth. Specification of Gravel shall meet the requirement of IS 8419 Part (1) -1977 For filter beds |
| 8 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m,as directed by Engineer-in-charge..All kinds of soil |
| 9 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m,as directed by Engineer-in-charge.. Ordinary Roack |
| 10 | Fillingavailableexcavatedearth(excludingrock)intrenches,plinth,sidesof foundationsetc.inlayersnotexceeding20cmindepth,consolidatingeach deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 11 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 12 | Hand Packed stone filling in back of wallls including cost of all materials, royality,T&P etc.complete as per direction of Engineer-in-charge. (As per PWD Uttarakhand specifications) |
| 13 | Supply And Fixing of AMR Bulk Water Meter |
| 14 | Providing of all materials, carting from side store to side of work , lowering into trenches with true to alignment, laying of MSERW PIPE gradenYst210, confirmingtoIS:1978-1982,jointingbyelectricweldingprocesswithproper gradeofelctodessuitableforjointingofwattersupplypipe(Ador,L&Tor equivalent electrodes) by cutting of pipes and making required bends by welding,completion of work with teasting of pipe line etc complete.100 MS ERW 4.8 mm thick |
| 15 | Providing of all materials, carting from side store to side of work , lowering into trenches with true to alignment, laying of MSERW PIPE gradenYst210, confirmingtoIS:1978-1982,jointingbyelectricweldingprocesswithproper gradeofelctodessuitableforjointingofwattersupplypipe(Ador,L&Tor equivalent electrodes) by cutting of pipes and making required bends by welding,completion of work with teasting of pipe line etc complete. 100 MS ERW4.8 mm thick |
| 16 | Providingofallmaterials,cartingfromsitestoretositeofwork,Laying& JointingofG.I.screwedpipes(includingsupplyofalljointingmaterialslike specials , white lead,,hemp and oil etc) in trenche s with its cutting,threading andtesting of pipe line etc complete.100mm dia |
| 17 | Cartageoffollowingpipes,specials&fittingsfromKotdwartositestorefor proper completion of works.for 100 mm dia |
| 18 | 100 MS ERW 4.8 mm thick |
| 19 | Supply and fixing of thefollowing fittings including cartage ofmaterials, labour and T&P etc. complete. Wheel Valve/Gate Valvefor 50 mm dia |
| 20 | Dismantling of following dia screwed and socketed MSEWR , specials and fittings includingtakingoutofdismantledMSEWRandspecialsfromtrenchesand stacking them properly within 50.00m but excluding the cost of earth work100 MS ERW 4.8 mm thick |
| 21 | Supplyofallmaterials,labourandT&Petc.andconstructfollowingvalve chambers as per type design. Wheel Valve Chamber 45cm x 45cm size |
| 22 | Protection works R.R.1:6 Stone masonry |
| 23 | Protection works R.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 | Providingofallmaterials,cartingfromsitestoretositeofwork,Laying& JointingofG.I.screwedpipes(includingsupplyofalljointingmaterialslike specials , white lead,,hemp and oil etc) in trenches with its cutting,threading and testing of pipe line etc complete.40mm dia |
| 27 | 32mm dia |
| 28 | 25mm dia |
| 29 | 20mm dia |
| 30 | Cartageoffollowingpipes,specials&fittingsfromRishikeshtositestorefor proper completion of works.for 40 mm dia |
| 31 | for 32 mm dia |
| 32 | for 25 mm dia |
| 33 | for 20 mm dia |
| 34 | DismantlingoffollowingdiascrewedandsocketedG.I.Pipes,specialsand fittingsincluding taking outof dismantledG.I. pipesand specialsfrom trenches and stacking them properly within 50.00m but excluding the cost of earth work 20mm dia |
| 35 | 25mm dia |
| 36 | 32mm dia |
| 37 | 40mm dia |
| 38 | Relaying of dismantled G.I.Pipe in true alignment in trenches including supply of all materials,labour,T&P etc. complete.20mm dia |
| 39 | 25mm dia |
| 40 | 32mm dia |
| 41 | 40mm dia |
| 42 | Supply and fixing of thefollowing fittings including cartage ofmaterials, labour and T&P etc. complete.Wheel Valve/Gate Valvefor 32 mm dia |
| 43 | for 25 mm dia |
| 44 | for 15 mm dia |
| 45 | Air Valvefor 15 mm dia |
| 46 | Supplyofallmaterials,labourandT&Petc.andconstructfollowingvalve chambers as per type design.Wheel Valve Chamber 45cm x 45cm size |
| 47 | Air Valve Chamber 45cm x 45cm size |
| 48 | Cleaning of under ground sump, O R.C.C. Tank ( independent staging) 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 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 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. Existing tank at MPSExisitng tank at IPS1 Exisitng tank at IPS2 |
| 49 | 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 50 m and lift upto 1.5 m. |
| 50 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 51 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1cement : 6 coarse sand) |
| 52 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level. Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 53 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape,raking out joints and preparing and plastering the surface of the wallscomplete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in- Charge. 1:4 (1 cement: 4 coarse sand) internal of operators and pump room atMPS |
| 54 | 6MM CEMENT PLASTER 1:3 (1 cement : 3 fine sand) |
| 55 | Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for flat tile bricks on topof mud phaska |
| 56 | Pointing on stone work with cement mortar 1:3 ( 1 cement: 3 fine sand)-Flush/Ruled pointing |
| 57 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level1:2:4(1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). Agrregate 20 mm size |
| 58 | Aggregate 40 mm size |
| 59 | Providing & fixing White vitreous china water closet squatting pan (Indian type) along with “S” or “P” trap including dismantling of old WC seat and “S” or “P” trap at site complete with all operations 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 |
| 60 | Distempering with oil bound washable distemper of approved brand andmanufacture to give an even shade : |
| 61 | Finishing walls with water proofing cement paint of required shade : New work(Two or more coats applied @ 3.84 kg/10 sqm) |
| 62 | 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 : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer\"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 63 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick |
| 64 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75ltr/10 sqm of approved brand and manufacture |
| 65 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 66 | Demolishing R.C.C. work manually/ by mechanical means including stacking ofsteel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 67 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 68 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar |
| 69 | Dismantling doors, windows and clerestory windows (steel or wood) shutterincluding chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below |
| 70 | Raking out joint in lime or cement mortar and prepare the surface for re-pointingor pastering, including disposal of rubish to the dumping ground all complete as per direction of Engineer - In- Incharge |
| 71 | SITCof horizontalsplitcasing centrifugal pumpsforMPS discharge 237, LPM, 305 mtr head, withsuitablemotor and base frame and foundation complete . |
| 72 | SITCof horizontalsplitcasing centrifugal pumpsforIPS-Idischarge 340, LPM, 318 mtr head, withsuitablemotor and base frame and foundation complete . |
| 73 | SITCof horizontal splitcasing centrifugal pumpsfor IPS -II discharge315, LPM, 265 mtr head, withsuitablemotor and base frame and foundation complete . |
| 74 | Construction of storm water drain with in the campus |
| 75 | ControlPanelwith2VFD (Onerunning,Onestandby), SwitchGear-/Schneider Incorner & Outgoing, CRCA Sheet Powder Coated, Phase Indicator, MFM,Selector Switch, Floor Mounted. |
| 76 | Mandatory Tools & Spares |
| 77 | Non-Returning Valves |
| 78 | Transportation with Loading & Unloading |
| 79 | Investigation,designandconstructionoffollowingRCCCWR/semisunk reservoirincluding testing, costofall pipes &fittings, supply and cartageof all material, Labour and T&P etc,complete. Structural design should be from IIT or equivalent institution. (Cap. in KL)35 KL (khatud,Pawomalla) |
| 80 | 17.5 KL chamna) |
| 81 | 15 KL (kadakot udda dewar ) |
| 82 | 12.5 KL (nawan talla ,bandul) |
| 83 | 10 KL (dumuk,Nawan Malla) |
| 84 | 7.5 KL ( pawo mall ) |
| 85 | 3 KL (Gear nawan,Nawan Palla) |
| 86 | Provision for barbed wire fencing wall or such other work all round the land forpreventing approach of unathourised souls. For all tanks |
| 87 | Provision for repairing of existing CWR tank 5-50 KL |
| 88 | Supply andinstallation of bucket type chlorinator of 25 liters capacity including bleechingpowdersolutiondoser,chloroscopekitwithstopcock&ironcage fabricated with 25 mm x 25 mm square mesh with locking arrangementsbelow dozer to protect flexible pipe connection with CWR complete with allarrangements in position. |
| 89 | Providing FunctionalHouseholdtapConnection(FHTC)fromexitingsupply main to House hold includingwith Laying & Jointing of G.I Pipe (Medium)line including Excavation of Earth work uptoRequried depth , Plain Cement Concret etc, including all materials and Labours etc as per direction of Site Encharge forProper completion of work. |
| 90 | MakingconnectionwiththeexistingM.S.GalvanisedSupplymains,including ferruleconnection\"s specialsetcfixingofbibcockinhouseholdincludingall material\"s and labouras per specificition and direction of EngineerEncharge forproper completi |
| 91 | Provision of hiring of godown during execution of works |
