Construction Of Bhimawala Water Supply Scheme I / C Electrical / Mechanical Work For Existing T / W , Over Headtank & Installation , Testing & Commissioning Of Rising Main & Distribution System Etc Complete- 1 Construction Of Bhimawalawatersupply Scheme I / Celectrical / Mechanical Work For Existing T / W , Over Headtank & Installation , Testing & Commisioning Of Rising Main & Distribution System Etc Complete 2 1.0 Tube Well ( Source ) & Related Components-Transportation Of Rig Machine, Air Compressor O.P. Unit Camp Equipgages, Connected T&P & Necessary Material Erequired For Drilling Up To Site Of Work, Including Loading, Unloading Etc. Complete. 3 Erection And Leveling Of Rig Machine And Barricading At Sire Of Work 4 Dismantling Of Rig Machine & Clearance Of Site After Satisfactory Completion Of Work 5 Drilling Of Borehole From Gl To 120 Mtr. Bgl 6 Preparing And Lowering Of Tubewell Assembly Starting From G.L. To The Required Depth Including Cutting, Welding As Required At Site Complete With All T&P Required.Supply & Lowering Of 300Mm Dia Ms Erw Fincut 7.9Mm Thick Plain Pipe 7 Supply & Lowering Of 300Mm Dia Ms Erw Fincut 7.9Mm Thick Slotted Pipe 8 Supply & Fixing Of 300Mm Dia, 8Mm Thick Tubewell Cap. 9 Supply & Fixing Of 300Mm Dia M.S.D. Housing Clamp And Grider Set. 10 Supply & Fixing Of 300 Mm Dia Bail Plug. 11 Supply And Shrouding Of Pea Gravel In Between Bore & Tubewell Assembly To The Entire Depth Of Tubewell 12 Development Of Tubewell By 350 Psi / 1100 Cfm Air Compressor 13 Development Of Tubewell By The Suitable Capacity O.P. Unit Including Supply & Installation Of Pumping Plant. 14 Geohydrological Survey Of Site 15 Chemical & Bacteriological Testing Of Water Sample 16 Pump And Related Electrical Items-Supply Of Energy Efficient Submersible Pumpsets Of Various Duty Parameters, Make Ksb-Pump Of 500 Lpm Dischage At 90 M Head With 25 Hp Electric Motor ( Tw-1 To Oht-1 ) 17 Supply And Installation Of Dry Auto Transformer Start Ats Type Starter Cum Panel For Submersible Motors Incluing Capacitor .Foroperationon400volts+ / -10%Three Phase 50 C / S Ac Supply Complete With Cu Bus Bar, Internal Interconnection And Comprising Of Auto Transformer Starter, Electronic Over Load, Single Phasing, Reverse Phasing Protection Relays And Underand Under Voltage Protection, With Metering & Protection Calss Ct, Time Delayed Capacitor Duty Contactor Operatedlt Power Capacitor, Single Phasepreventor, Indicatinglamp, Doorswitchwithcomplete Internal Connection By Copper Wire & Should Be Suitable Toi Integrate Multi Function Power Meter For Following Duties Of Pump Motors ( 16-50 ) Hp 18 Pumping Plant Accessories For Tube Wells Including Earthing Material, Piping & Valves, Gauges, Required Tools For Maintenance, Chain Pully Block, 2 Ton Capacity, Rubber Resistance Sheet, Testing Of Plant At Site And Painting Entire Insttlalation Etc. As Per Unit Estimate Complete.-Supply, Testing, Tagging, Terminating And Jointing Of 3 Core Flat Cable With Bare Bunched Copper Conductor Insulated With Pvc And Sheathed With Pvc For Submersible Pump Motors With Voltage Grade Upto 1100 V Generally Confirming To Is 694-2010 With Latest Amendments Of The Following Size.-35 Sqmm 3 Core 19 Sitc Of Main Incomer Panel Comprising Of Tpn Mccb Of Rating Suitable Of Following Rating With Three Phase Volt Meter, Amp. Meter, Ct, Mains Indicating Lamps Etc.-250 Amp 20 Auto Phase Correction Unit For Following Ratings -110 Amp 21 Supply, Testing, Tagging, Terminating And Jointing Of Xlpe Insulated Pvc Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductors Armoured As Per Is 7098-I Including Terminations At Both Ends, Testing, Commissioning At Site As Per Spcifications, Complete In All Respects-70 Sqmm 22 Earthing Of Complete Electrical Equipment ( Gi Earth Strip, Gi Earth Plate Etc. Including Digging Of Pit & Complete Earthing In All Respect As Per Ie Rule, Is: 3043, Including Supplying And Laying 25X5mm Gi Strip 0.5 Meter Below Ground With Standard Accessories. 23 415 V, A Class, Non-Skid, High Voltage Insulation Synthetic Mat Mate From Electrometric Polymer Material, 1000Mm Wide, 2.0 Mm Thick, Dielectric Strength 3300V For 1 Minute, Fire Retardant, No Adverse Effect Of Transformer Oil , Diesel, Acis, Alkali, High Tensile And Elongation Properties, Good Mechanical Strength To Withstand Load And Movement Of Breaker Trolley, As Per Is 15652 With Latest Amendments. 24 Shock Treatment Chart, Duly Laminated In Hindi ( Local ) - 1No. And English Language- 1N0. 25 First Aid Box With All Essential Medicines Including Wall Mounted Bracket 26 415 V, Aluminium, Anodised Danger Caution Plate In Hindi ( Local ) And English Languages With The Sign Of Skull And Bones In Signal Red Colour On Front Side, As Per Is 2551 With Latest Amendments. 27 Co2 Type, Portable Fire Extinguishers, Of Size 5 Kg Each, Manufactured From Crca Sheets In All Welded Construction, Body Coated With Glossy Corrosion Resistant Epoxy Powder Coating, With Inbuilt Water Proof Pressure Guage, With Wall Bracket, As Per Is 2190 And Is 13849 With Latest Amendments. 28 Supply Of Jointing Materials Such As Lugs, Tapes Etc. 29 100 Mm Dia M.S. Column Pipe Assembly Having Thickness 7.1 Mm Both Ends Flanged Complete 150 Meter Length ( 03 Metr Length X 30 Nos. ) Painted With 2 Coats Of Anti Corrosion Bituminous Black Paint Over 1 Primer Coat 30 Supply Of Main Piping And Valves Compriging Of Following ( I ) M.S.D.F. Bend 90 Degree -02 Nos. ( Ii ) 150 Mm Dia Ci D / F Sluice Valve P.N.1.0 -02 Nos. ( Iii ) 150 Mm Dia Ci D / F Reflex Valve -01 No. ( Iv ) M.S.D / F Distance Piece 2.00 M Length -01 No. ( V ) M.S. D / F Tee -01 No. ( Vi ) M.S. Distance Piece 3.00 M Long -02 Nos. ( Vii ) Ventury -01 No. ( Viii ) M.S. Di Clamp Heavy Duty -01 Set ( Ix ) M.S. T / W Cap 150Mmx300 Mm -01 No. 31 Nut-Bolts, Rubber / Fiber Packing For Joining Above Pipes & Specials -01 Set-Supply Of 100 Mm Dial Pressure Gauge With Control Cock & Fitting Of Range 0-10 Kg / Sqcm -01 No. 32 Supply Of Following Tools Required For Maintenance Of Pumping Plants. ( I ) De Spanner Set -01 Set ( Ii ) Ring Spanner Set -01 Set ( Iii ) Screw Drivers -02 Nos. ( Iv ) Pliers -01 No. ( V ) Hammer -01 No. ( V ) Hammer -01 No. ( Vi ) Pipe Wrench 14 Inch -01 No. ( Vii ) Screw Wrench -01 No. ( Viii ) Tong Tester -01 No. ( Ix ) Chain Wrench 100 Mm -02 Nos. 33 Installation & Commisioning Of Pumping Plants With Accessories In Side The Pump House But Without Civil Works Such As Laying Of Foundation, Cable Trench Etc. 34 Testing Of Pumping Plants At Site 35 Painting Of Entire Installation With 02 Coats Of Anti Corrosion Bituminous Black Paint Over 1 Primer Coat Super Enamal Paint As Per Direction Of Engineer Incharge 36 Industrial Grade Electrification Of Pump House And Pump House Camps With Copper Wiring In Upvcconduit. 37 Supply, Installation, Testing And Commissioning Of Microprocessor Based Chemical Dosing System Suitable For Providing Automatically Variable Controlled Dose Of Chemical To Maintain Required Ppm Of Chemical With Required Accessories And 200 Litres Tank, Wall Mounting Suitable For Delivery Upto 8 Liters Of Chemical Solution / Sodium Hypo Chloride Solution Per Hours Under Maximum Delivery Pressure Upto 5 Kg / Cm2 And Suction Lift Not Less Than 1.5 Meter With Accessories ( I.E. Valve, Nozzle, 200 Liters Pvc Tank Etc Complete ) 38 Supply, Installation, Testing And Commissioning Of Lorag Gateway Senser System Suitable For Providing Automatically Data Of Rasidual Chlorine , Flow Meter And Pressure Incl All Supply Of Materil Testing Of Senser At Site And Painting Entire Insttlalation Etc. As Per Unit Estimate Complete. 39 Civil Work-Supply Of All Materials, Labours, T&P Etc. And Construct A New Pump House With Size ( 3.60 M X 3.0 M ) As Per Design And Drawings, Including Cost Of All Labour & Fittings All Complete. 40 Supply Of All Materials, Labours, T&P Etc. And Repairing Of Existing Pump House. 41 Provide All Materials, Labour, T & P Etc And Construct Boundary Wall 2.00 M Height & Iron Grill Over It, All Round The Tube Well & O.H.T Campus To Prevent The Approach Of Unauthorised Souls. 42 Provide All Materials, Labour, T & P Etc And Construct 3.60 M Wide Entrance Gate With Gate Pillars For Controlling Approach To The Area. 43 Excavation In Pipe Line Trenches Excavation In Ordinary Soil ( Loam, Clay, Sand ) For Foundation Including Lift Up To 1.5M And Lead Up To 30M Filling Waterring And Ramming Of Excavated The Earth In To The Trenches Or Into The Sides Between Foundation Trenches Or In To The Plinth ( 75% Of Total Quantity ) 44 Excavation In Soil Mixed With Shingle Bouldres Etc. Requireing The Use Of Specials T&P, If Any, For Pipe Line Trenches Including Lift Up To 1.5M And Lead Up To 30M With Back Filling, Waterring And Ramming Of Excavated Earth In The Trenches. ( 25% Of Total Quantity ) 45 D.I. Pipe Conforiming To Is:8329 / 2000Proving Of All Materials, Carting From Site Store To Site Of Work, Lowering Into Trenches With True To Alignment, Laying & Jointing Of Full Length S&S Centrifugally Cast ( Spun ) Ductile Iron Pipes By Overlap Fusion Joint Including Supply Of Epdm Rubber Gaskets Conforming To Is:5382-1985 With Testing Of Pipe Line Complete.-Di Pipe S&S K-9-100 Mm Dia Di K-9 Pipe 46 Providing And Laying D.I. Specials Of Class K-12 Suitable For Push-On Jointing As Per Is: 9523-2000 ( 5% Of Di Pipe Weight ) 47 Supplying Of Di Valves Including Carting The Same Upto The Site Of Work As Per Engineering Norms ( With Cap ) Complete With Bolts, Nuts, Rubber Insertions Etc. Anywhere In Uttarakhand.-D.I. Sluice / Gate Valve-Pressure Pn 1.0-100 Mm Dia 48 Installation, Testing And Commissioning Of Di Valves As Per Engineering Norms Anywhere In Uttarakhand.-D.I. Sluice / Gate Valve-100 Mm Dia 49 Supplying Of Non Return Valves Including Carting The Same Upto The Site Of Workas Per Engineering Norms Anywhere In Uttarakhand.-D.I. Non Return Valve-Pressure Pn 1.0-100 Mm Dia 50 Installation, Testing And Commissioning Of Non Return Valves As Per Engineering Norms Anywhere In Uttarakhand.-D.I. Non Return Valve-Pressure Pn 1.0-100 Mm Dia 51 Constructing Masonry Chamber 1.5X2x1.5 Cm Inside, In Brick Work In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) For Sluice Valve, With C.I. Surface Box 100 Mm Top Diameter, 160 Mm Bottom Diameter And 180 Mm Deep ( Inside ) With Chained Lid And Rcc Top Slab 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , I / C Necessary Excavation, Foundation Concrete 1:5:10 ( 1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) 12 Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design :With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5. For Different Types Of Valves. 52 Supply, Installation, Testing And Commissioning Of Full Bore Electromagnetic Flow Meter For Lines Of Followoing Sizes Comprising Of Flow Tube Sensor With Transmitter Cum Display Unit And Facility To Provide Data Communication Signal Over Modbus485 Port Pulse Outputand 4-20Ma Signal Output With Flanges, Clamps Etc-At Source-100 Mm 53 Supply Of All Materials Labour, T&P Etc And Construction Of Rcc O.H.T. Of Following Capacities ( In Kilolitres ) And 18M Staging With 1.00M Wide R.C.C. Stair Case From G.L. To Balcony And From Balcony To Top Dome 1M X 1Mr.C.C., Landing At Suitable Locations And Railed With 3 Rows Of 20Mm Dia G.I. ( M ) Pipe On 65X65x5mm Angle Iron Posts Fixed With Ladder, From Top To The Floor Inside Of Tank, M.S. M.H. Cover With Locking Arrangement, Lightining Conductor As Per Electricity Rules, Water Level Indicator, Supply And Fixing Of Outlet, Inlet, Over Flow And Wash Out Pipes With Necessary Sluice Valves, Pipe Pieces ( Including Cost Of Materials ) Flooring 0.60M Wide Apron, Painting On Tank Body Vertical Pipes, Ladder, M.S. M.H. Cover, Ventillator Column Etc, Complete With Approved Water Proofing ( Apex ) / Enamel Paint, Testing, Filling Water For Testing Purpose Etc, Including Supply Of Vertical Pipes And Specials, Assuming Bearing Capacity As 10Mt / M² Staging 18.00 Metre, Including Additional Rates For Staging Per Meter Height Beyond 1 M Height Including Cost Of All Metrials, Labour, Shuttering, Scaffolding T&P Complete.-100Kl Oht Staging 18.0M 54 Distribution Network & Related Components-Dismantling Of Flexible Pavements And Disposal Ofdismantled Materialsupto Alead Of 100 M, Stacking Serviceable And Unserviceable Materials Separately As Per Technical Specification Clause 202 ( Considering 50% ) 55 Dismantling Of Cement Concrete Pavements By Mechanical Means Using Pneumatic Tools Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Upto A Lead Of 1000 M, Stacking Serviceable And Unserviceable Materials Separately ( Considering 50% ) 56 Construction Of Un-Reinforced, Cement Concrete Pavement, Thickness As Per Design, Over A Prepeared Sub Base With 43 Grade Cement Or Any Other Type Pcc Grade M-30, Coarse And Fine Aggregates Conforming To Is: 383, Maximum Size Ofcoarse Aggregate Notexceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Then 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork ( Steel Channel, Laying And Fixing Of Wedges, Steel Plates Including Levelling The Formwork And Laying And Fixing Of 125 Micron Thick Polythene Film, As Per Drawing ) , Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, And Plate Vibrators, Finished In Continuous Operation And Curing Of Concrete Slabs For 14 Days, Using Curing Compound Where Specified And Water Finishing To Lines And Grade As Per Drawings And Technical Specifications. 57 Excavation In Pipe Line Trenchesexcavation In Ordinary Soil ( Loam, Clay, Sand ) For Foundation Including Lift Up To 1.5M And Lead Up To 30M Filling Waterring And Ramming Of Excavated The Earth In To The Trenches Or Into The Sides Between Foundation Trenches Or In To The Plinth ( 75% Of Total Quantity ) 58 Excavation In Soil Mixed With Shingle Bouldres Etc. Requireing The Use Of Specials T&P, If Any, For Pipe Line Trenches Including Lift Up To 1.5M And Lead Up To 30M With Back Filling, Waterring And Ramming Of Excavated Earth In The Trenches. ( 25% Of Total Quantity ) 59 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.G.I. Pipe Conforming To Is : 1239 ( Part-1 ) Medium Duty ( Class B ) - 15 Mm Dia G.I Pipe 60 20 Mm Dia G.I Pipe 61 25 Mm Dia G.I Pipe 62 32 Mm Dia G.I Pipe 63 40 Mm Dia G.I Pipe 64 Hdpe Pipe For Water Supply Conforiming To Is:4984-1995 Proving Of All Materials, Carting From Site Store To Site Of Work, Lowering Into Trenches With True To Alignment, Laying & Jointing Of Full Lengths Of Hdpe Pipes, Completion Of Work With Testing Of Pipe Line Including Supply Of Jointing Materials & Specials.-Pe-100, Normal Pressure ( Pn ) -10 In 6 Kg / Cm2-63 Mm Dia Pipe 65 75 Mm Dia Pipe 66 90 Mm Dia Pipe 67 110 Mm Dia Pipe 68 D.I. Pipe Conforiming To Is:8329 / 2000Proving Of All Materials, Carting From Site Store To Site Of Work, Lowering Into Trenches With True To Alignment, Laying & Jointing Of Full Length S&S Centrifugally Cast ( Spun ) Ductile Iron Pipes By Overlap Fusion Joint Including Supply Of Epdm Rubber Gaskets Conforming To Is:5382-1985 With Testing Of Pipe Line Complete.-150 Mm Dia Pipe 69 200 Mm Dia Pipe 70 Providing And Laying D.I. Specials Of Class K-12 Suitable For Push-On Jointing As Per Is: 9523-2000 ( 5% Of Di Pipe Weight ) 71 Supplying Of Di Valves Including Carting The Same Upto The Site Of Work As Per Engineering Norms ( With Cap ) Complete With Bolts, Nuts, Rubber Insertions Etc. Anywhere In Uttarakhand.-D.I. Sluice / Gate Valve-Pressure Pn 1.0 ( I ) 50 Mm Dia 72 65 Mm Dia 73 80 Mm Dia 74 100 Mm Dia 75 150 Mm Dia 76 200 Mm Dia 77 Installation, Testing And Commissioning Of Di Valves As Per Engineering Norms Anywhere In Uttarakhand.-D.I. Sluice / Gate Valve- ( I ) 50 Mm Dia 78 65 Mm Dia 79 80 Mm Dia 80 100 Mm Dia 81 150Mm Dia 82 200 Mm Dia 83 Supplying And Fixing Of Fire Hydrant Valve Is 5290 ( Flanged ) Including Carting The Same Upto Site Of Work And Fixing The Same And Water Supply Line Including The Cost Of Valves, Specials, Labour And T&P Complete In All Respect.-80 Mm Diameter 84 Constructing Masonry Chamber 90X90x100 Cm Inside, In Brick Work In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) For Sluice Valve, With C.I. Surface Box 100 Mm Top Diameter, 160 Mm Bottom Diameter And 180 Mm Deep ( Inside ) With Chained Lid And Rcc Top Slab 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , I / C Necessary Excavation, Foundation Concrete 1:5:10 ( 1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) 12 Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design :With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5. For Different Types Of Valves. 85 Supply, Installation, Testing And Commissioning Of Full Bore Electromagnetic Flow Meter For Lines Of Followoing Sizes Comprising Of Flow Tube Sensor With Transmitter Cum Display Unit And Facility To Provide Data Communication Signal Over Modbus485 Port Pulse Outputand 4-20Ma Signal Output With Flanges, Clamps Etc-At Outlet Of Oht--100Mm 86 150Mm 87 Supply Of All Labour, Material Required For Restoring Of Existing House Connection Which Might Be Damage During Excavation And Also Shifting All Existing Connection To New Water Supply System From Existing Water Supply System Complete As Per Unit Estimate And Directed By Engineer In-Charge. 15 Mm Size Water Connections. ( Considering 20% Of 2020 Households ) 88 Providing And Making House Service Connections From Water Supply Distribution Gi Pipe Line Upto Water Meter Chamber Inside The Property Using Gi Pipeincluding Supply And Fixing Of Electrofussion Saddle , Brass Ferrules Elbow, Ball Valve Etc Complete With Earthwork, Road Cutting With Restoration Works 89 Interconnection Of New Pipe Line To Existing Pipe Line Including Necessary Cutting, Supply And Installation Of Required Specials Fittings All As Per Direction Of Engineer-In- Charge.For Dia 100-125 Mm 90 Providing And Erecting 2.00 Metre High Temporary Barricading At Site; Each Panel Of Size 2.50Mx2.00M Made Of 40X40x6mm Angle Iron Or 50X50x3mm Hollow Ms Tubeosts / Horizontal Members / Bracings Covered With 1.63Mm Thick Ms Sheet. The Sheet Shall Be Fixed With 30X5mm Ms Flat By Suitable Welding / Riveting. The Panels Shall Be Made So That Gap Of 50Cm Above The Ground Is Available Making Overall Height As 2.5M. 91 O&M For Trial And Testing Of Pipe. 92 Testing Of Pipe ( Gi, Hdpe ) Which Includes A ) Parameters ( Physical & Chemical ) B ) Tensile Strength Properties Note; Additional Details Are Shown In Quotations 93 Testing Of Pipe ( Di )
