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Tender for Construction Of Drinking Water Supply Scheme With 2 Hp Submersible Motor Pump By High Yield Drilled Tube Well Through 04 Nos. Water Stand Post Each Having 4 Taps Near Maa Tara Mandir For Shravani Mela 2026 (2 Unit Water Supply Scheme). , Construction Reinforced Cement Concrete Foundation For Steel Structure Staging. , Earth Work In Excavation In Foundation Trenches In Ordinary Soil And Disposal Of Excavated Earth As Obtained To A Distance Up To 50.0M ,Including All Lifts, Levelling ,Ramming The Foundation Trenches, Removing Roots Of Trees, Shrubs All Complete As Per Approved Design ,Building Specification And Direction Of E/I(Vide Classification Of Soil Item -B) Foundation For Steel Structure Staging 4Nosx1.10Mx1.10Mx1.45M=7.01M3 , Providing Coarse Clean Sand In Filling In Foundation Trenches Or In Plinth Including Ramming And Watering In Layers Not Exceeding 150Mm Thick With All Leads And Lifts Including Cost Of All Materials ,Labour ,Royalty And Taxes All Complete As Per Building Specification And Direction Of E/I(Mode Of Measurement Compacted Volume) Foundation For Steel Structure Staging 4Nosx1.10Mx1.10Mx0.08M=0.38M3 , Providing Designation 75 A One Brick Flat Soling Joints Filled With Local Sand Including Cost Of Watering Taxes Royalty All Complete As Per Building Specification And Direction Of E/I 4Nosx1.10Mx1.10M=4.84 M2 , Providing Nominal Mix Plain Cement Concrete Of (1:4:8) In Foundation With Approved Quality Of Stone Chips 20Mm To 6Mm Size Graded And Clean Coarse Sand Of F.M.2.5To 3 Including Screening Shuttering Mixing Cement Concrete In Mixer And Placing In Position Vibrating Striking Curing And Royalty All Complete As Per Building Specification And Direction Of E/I Foundation For Steel Structure Staging 1X2.50Mx2.50Mx0.10M=0.63 M3 , Providing Reinforced Cement Concrete M-20 In Nominal Mix Of (1:1.5:3) In Columns With Approved Quality Of Stone Chips 20Mm To 6Mm Size Graded And Clean Coarse Sand Of F.M.2.5To 3 Including Screening Shuttering Mixing Cement Concrete In Mixer And Placing In Position Vibrating Striking Curing And Royalty All Complete As Per Building Specification And Direction Of E/I. (A)Foundation For Steel Structure Staging Footing And Vertical Pedestal Raft (1X2.335Mx2.335Mx0.25M)=1.36 M3 4Nosx0.50Mx0.50Mx1.00M =1.0 M3 , Column 4Nosx0.35Mx0.35Mx1.5M=0.74 M3 , Tie Beam 4Nosx0.30Mx0.30Mx1.085M=0.39 M3 , Footing 1Nox0.90Mx0.90Mx0.25M=0.202 M3 , Vertical Pedestal 1Nox0.30Mx0.30Mx1.35M=0.122M3 , Providing For Steel Reinforcement As Per Approved Design And Drawing Excluding Carriage Of T.S. Bar To Work Site Cutting, Bending With Annealed Wire With Cost Of Wire, Removal Of Rust Placing The Rods In Position All Complete As Per Building Specification And Direction Of E/I. (A)Foundation For Steel Structure Staging As Per Item-5, Total Quantity Of Rcc=3.04M3 Total Quantity Of Steel @ 120.00 Kg/M3 =3.04M3x120.00 Kg/M3=364.80Kg Or Say 0.36On. , Carriage Of Materials From Different Sources Or Departmental Stores To Work Site Including Loading, Transporting, Unloading And Stacking The Materials At Work Site Etc. All Complete Job. As Per Direction Of E/I.(Assuming 10%) , Construction Of Galvanized Tubular Steel Structure , Providing Structural Steel Galvanised Squre Pipe Section Work In Trusses, Other Similar Trussed Purlins And Members With All Bracing ,Gusset Plates Etc As Per Detailed Design And Drawing Or As Directed By Engineer- In-Charge ,Including Cutting Fabricating ,Hoisting , Erecting And Fixing In Position , Making Riveted/Bolted /Welded Connections And One Coat Of Anticorrosive Paint And Over It Two Coat Of All Oil Painting & For Structure(Plus) Providing And Applying Materials &Labour For Hot Dip Galvanizing Of Above Structure Including Transportation For Galvanizing Minimum Thickness 80Microns (Net Wt. Of Components To Be Galv) Preferably Tata Structural Section Etc Complete. (I) Leg Pipe-91.5X91.5X4.8Mm Thick (Square Pipe) 4Nos.X6mx13.7Kg/M=328.80 Kg (Ii) Base Plate-300Mmx12mm Thick (Plate) 4Nos.X0.3Mx28.26Kg/M=33.91Kg (Iii) Stiffener-100Mmx10mm Of Thick (Flat) 32Nosx0.15M.X7.85Kg/M=18.84 Kg (Iv) Top Flange-300Mmx10mm Of Thick (Plate) 4Nos.X0.3Mx23.55Kg/M=28.26 Kg (V) Frame Base Plate-300Mmx8mm Of Thick (Plate) 4Nosx0.3M.X18.84Kg/M=22.61Kg (Vi)Upper Stiffener-40Mmx6mm Of Thick (Flat) 16Nos.X0.1Mx1.9Kg/M=3.04Kg (Vii) A. Gusset Plate On Main Leg-184Mmx6mm Of Thick (Plate) 32Nos.X0.225Mx8.7Kg/M=62.64Kg B. Gusset Plate On Horizontal Bracing-178Mmx6mm Of Thick (Plate) 16Nos.X0.244Mx8.4Kg/M=32.79Kg (Viii) Horizontal Bracing-65Mmx65mmx6mm Of Thick (Angle) 16Nos.X1.324Mx4.9Kg/M=103.80Kg (Ix) Diagonal Bracing-50Mmx50mmx6mm Of Thick (Angle) 32Nos.X1.386Mx3.8Kg/M=168.54Kg (X) Upper Stiffner-100Mmx10mm Of Thick (Flat) 16Nos.X0.15Mx7.85Kg/M=9.42Kg (X) A. Base Of Tank-72Mmx72mmx4.8Mm Of Thick (Square Pipe) 2Nos.X2.5Mx9.66Kg/M=48.30Kg B. Base Of Tank-72Mmx72mmx4.8Mm Of Thick (Square Pipe) 4Nos.X1.363Mx9.66Kg/M=52.67Kg C. Base Of Tank-72Mmx72mmx4.8Mm Of Thick (Square Pipe) 4Nos.X0.46Mx9.66Kg/M=17.77Kg D. Base Of Tank-72Mmx72mmx4.8Mm Of Thick (Square Pipe) 2Nos.X9.66Kg/M=5.78Kg E. Base Of Tank-72Mmx72mmx4.8Mm Of Thick (Square Pipe) 0.4965Mx0.299Mx16nos.X9.66Kg/M=76.74Kg F. Base Of Tank-72Mmx72mmx4.8Mm Of Thick (Square Pipe) Gusset Plate 244X178x6mm Thick 4 Nos 4Nos.X0.425Mx9.66Kg/M=16.42Kg (Xi) A. Ladder Joint Cliet-65Mmx65mmx5mm Of Thick (Angle) 2Nos.X0.05Mx4.9Kg/M=0.49Kg B. Ladder-35Mmx35mmx5mm Of Thick (Angle) 4Nos.X3mx2.7Kg/M=32.40Kg C. Horizontal Support Angle 40X40x5mm Thick- 300Mm Long 20 Nos= 18.84 Kg D. Ladder-35Mmx35mmx5mm Of Thick (Angle) 2Nos.X2.05Mx2.7Kg/M=11.07Kg E. Horizontal Support Angle 40X40x5mm Thick- 300Mm 7 Nos= 6.59 Kg Horizontal Support Angle F. Ladder Joint Cliet-40Mmx40mmx5mm Of Thick (Angle) 2Nos.X0.166Mx3kg/M=1.00Kg (Xii) A.Frame Railing Pipe-25Mmx25mmx2.8Mm Of Thick (Square Pipe) 4Nos.X2.05Mx2.2Kg/M=18.04Kg B.Frame Railing Pipe-25Mmx25mmx2.8Mm Of Thick (Square Pipe) 12Nos.X0.775Mx2.2Kg/M=20.46Kg (Xiii) G.I. Sheet-2500Mmx1250mmx3mm Of Thick 2Nos.X2.5Mx29.5Kg/M=147.50Kg (Xiv) Foundation Bolt-20Mm Of Thick (M20) 16Nos.X1.2Mx2.47Kg/M=47.42Kg Total- 1334.14 Kg Weight After Galvanising @ 4%-1387.51 Kg (Xv) Hardware (L.S.) - 30Kg Total-1417.51 Kg , Information Board For Iec Providing Structural Steel Work In Trusses Other Similar Trussed Purlins And Members With Bracing Gusset Plates Etc As Per Detailed Design And Drawing Or As Directed By Engineer- In-Charge Including Cutting Fabricating Hoisting Erecting And Fixing In Position Making Reverted Bolted Welded Connections One Coat Of Anticorrosive Paint And Over It Two Coats Of Oil Painting Etc Complete. (I)Square Tube 25Mmx25mmx3.2Mm Thick (Wt.@1.98Kg/M) 2Nosx1.50M=3.00M=3.00Mx1.98Kg/M =5.94Kg (Ii) Square Tube 25Mmx25mmx3.2Mm Thick (Wt.@1.98Kg/M) 3Nosx1.20M=3.60M=3.60Mx1.98Kg/M =7.13Kg (Iii) M.S. Sheet 1Mm Thick. (Wt.@7.85Kg/M2) 1Nosx1.50Mx1.20M=1.80M2 =1.80M2x7.85Kgp/M2 =14.13Kg Total=27.20Kg , Installation Of 5000 Liters Capacity Water Storage Tank , Providing And Fixing Hdpe Container Syntex Or Alike One Piecemolded Water Tank Made Out Of Low Density Polythyler Andbuilt Corrugation Including Of Delivery Up To Destination Hoisting And Fixing Of Accessories Such As Inlet, Outlet Overflow Of All Tanks Capacity 5000.00 Litres Capacity Water Storage Tank. , Transportation Charge , Lifting Of 5000 Litrs Capacity Tank Up To 6.00M Height With Lifting Tools With Rope And Labour , Making Hole In Tank , Making Long Screw In G.I. Pipe Including Supplying And Fitting Jam Nuts And Extra Socket Etc. , Providing Supplying & Laying Distribution Pipe For 04 Nos. Water Stand Post Near Maa Tara Mandir. , Earth Work In Excavation (As Per I.S. 3114) 1965 For Laying Of Different Type And Sizes Of Pipe So As To Give One Meter Average Cover Over The Socket Of Pipe With Disposal Of Excavated Earth Within Initial Lead And Lift As Per Specification & Direction E/I. Upvc .Pipe 40Mm Upvc Pipe 32 Mm 90% Of Total (As Per Soil Item Class A) , 10% Of Total (As Per Soil Item Class B) , Providing Coarse Clean Sand In Filling In Foundation Trenches And In Plinth Including Ramming And Watering In Layers Not Exceeding 150Mm Thick With All Lead And Lift Including Cost Of Materials Labours Royalty And Taxes All Complete As Per Building Specification And Direction. 10% Of Excaveted Earth. I)Upvc .Pipe 40Mm Ii)Upvc Pipe 32Mm , Earth Work In Back Filling In The Trenches After Laying Different Sizes Of Pipe With Earth Removed During Excavation Lead & Left As Per Specification & Direction Of E/I. , Suppling Labours And Tool For Laying And Jointing U.P.V.C Pipe In Trenches And Making Joints With U.P.V.C Collar And Solvent Cement All Complete As Per Specification And Direction Of E/I. (I) 40 Mm Dia , (Ii) 32 Mm Dia , Prviding And Fixing Upvc Ball Valve Of Approved Quality All Compelte As Per Specification And Directions. I.32 Mm Dia Upvc , Ii.40 Mm Dia Upvc , Supplying Materials And Labours For Constructing Of 600 X 600 X900 Mm Stop Cock Chamber Of Brick Masonry With 125 Mm Thick Brick Of Designation 75 B In Cement Motor (1:6) With 12 Mm Thick Cement Plaster In C.M. (1:6) Inside Only Heaving 50 Mm Thick Reinforced Cement Concrete Cover Heaving 12 Mm Dia Lifting Ring 2 Nos. Stop Cock Will Rest Over 80 Mm Thick Plain Cement Concrete (1:3:6)Cover One Bf Soling Including Cost Of Earth Work All Complete Job As Per Specification & Direction E/I. , Supplying Labour And Tools For Laying And Jointing U.P.V.C Specials In Trenches As Per Specification And Direction Of E/I A. I. Tee -40 Mm Dia Upvc , Ii. Plain Coupler-40 Mm Dia Upvc , Iii. Elbow - 40 Mm. Dia Upvc , Iv.Union - 40 Mm. Dia Upvc , V.Reducer Tee-40X32 Mm Dia. Upvc , Vi. Fta-40 Mm Dia Upvc , Vii. Mta-40 Mm Dia Upvc , B. I. Equal Tee-32Mm. Dia Upvc , Ii. Plain Coupler-32 Mm Dia Upvc , Iii.Elbow - 32 Mm. Dia Upvc , V. Fta-32 Mm Dia Upvc , Vi. Mta-32 Mm Dia Upvc , Carriage Of Following Materials To Work Site (Avg Lead) Including Loading Unloading And Staking Etc. All Complete As Per Building Specification And Direction Of E/I 5%(Ls) Of Above. , Construction Of 4 Nos. Bricks Wall Support Stand Post With Fitting-Fixings Of Necessary Arrangements For Taping Water. , Earth Work In Excavation In Foundation Isolated Footing Trenches In Hard Soil (Class B) And Disposal Of Excavated Earth As Obtained To A Distance Of 50Mtr. Including All Lift, Leveling. Ramming The Foundation Trenches. Removing Roots Of Trees, Shrubs All Complete As Per Specification Of E/I. Foundation- 1X1.83X0.90X0.25=0.41 , Providing Coarse Clean Sand In Filling In Foundation Trenches And In Plinth Including Ramming And Watering In Layers Not Exceed 150Mm Thick With All Lead And Lift Including Cost Of Materials Labours Royalty And Taxes All Complete As Per Building Specification And Direction. Foundation- 1X1.83X0.90X0.75=0.12 , Providing Designation 75 B One Brick Flat Soling Joints Filled With Local Sand Including Cost Of Watering Taxes Royalty All Complete As Per Building Specification And Direction Of E/I. Foundation- 1X1.83X0.90=1.65 , Providing plain cement concrete M100 (1:3:6) In Foundation With Approved Quality Of Stone Metal Grade Iii (53Mm To 22.4Mm Size) Clean Coarse Sand Of F.M (2.5 To 3) Including Screening Mixing Cement Concrete In Mixer And Placing In Position Vibration, Curing Taxes & Royalty All Complete As Per Building Specification And Direction Of E/I. Foundation- 1X1.83X0.90X0.10=0.16 , Providing Designation 75 B Brick Work In Cm.(1:6) In Superstructure With Approved Quality Of Clean Coarse Sand Of F.M(2 To 2.5) Incluing Providing 10 Mm Thick Mortar Materials Joint Cost Of Screening Scaffolding Racking Out Joint To 15 Mm Depth,Curing Taxes Of Royalty All Complete As Per Building Specifiaction And Direction Of E/I. Superstructure- 1X1.83X0.127X1.83=0.43 , Providing 12Mm Cement Plaster (1:6) With Approved Quality Of Clean Coarse Sand Of F.M 1.5 Including Screening Curing With All Leads & Lift Of Water Scaffolding Taxes & Royalty All Complete As Per Building Specification And Direction Of E/I. Foundation- 2X1.83X0.90=3.29 Superstructure- 2X1.90X1.83=6.95 , Providing 1.5Mm Cement Punning Including Curing Carriage Of Water With All Lead & Lifts As Per Building Specification And Direction Of E/I. Foundation- 2X1.83X0.90=3.29 , Providing Two Coat Of Plastic Emulsion Paint Of Approved Shade And Make Over A Coat Of Cement Primerof Including Preparing Plastered Surface By Rubbing Smooth With Pumice Stone Or Fine Sand Paper ,Applying Putty Whereever Required ,Scafolding ,Washing Of Floor And Taxes All Complete As Per Building Specification And Direction Of E/I. , Supplying Materials(Gi Pipe), Labour, Tools & Laying 32Mm. Dia G.I Pipe On Wall Ceiling With Wall Hook. , Supplying Tools And Making Connection Of New G.I Distribution Branch With 32Mm G.I Main By Providing & Fixing G.I Tee Including Cutting Of Pipe Two Places And Threading Their Ends. , Supplying Materials,Fitting & Fixing Of Approved Make All Complete As Per Direction Of E/I. A)32X15mm. Reducing Tee. , B)32 Mm Dia Tee , C)32 Mm Dia Elbow , D)32 Mm.Dia.G.I. Union Socket , D)32 Mm.Dia. G.I. Plug , E)15Mm.Dia. G.I. Socket , F)15 Mm Dia G.I. Nipple , G)15 Mm Dia Ci Push Cock(Weight Not Less Than 400Gms) , Carriage Of Following Materials To Work Site Including Loading Unloading And Taking Etc. All Complete As Per Building Specification And Direction Of E/I. (I) Bricks-30 Km Lead , (Ii)Sand - 30 Km Lead , (Iii)Stone Chips - 30 Km Lead , (Iv)Cement - 25 Km Lead , Supplying And Installtion Of 02Hp Electric Submersible Pump Set, Rising Pipe Laying Fitting And Allied Works Etc. With Electrical Works Near Maa Tara Mandir. , 2 Hp Electric Submersible Motor Pump Set : Supplying 100 Mm Dia. Submersible Pump Sets Confirming To Is 8034 And Motor Confirming To Is 9283. Pump Shall Be Suitable For Various Delivery Head And Discharge With Stainless Steel Pump Shaft And Poly-Propylene/ Noryl Impeller. Motor Suitable For Working On 220V±10%/415V±10%, 1Ph/3 Ph 50 Hz, A.C. Supply With Cable Guard, Thrust Carbon/ Fiber Bearing To With Stand Entire Hydraulic Thrust, Water Proof Winding Shall Be Provided. The Pump Set Shall Be Suitable For Direct Coupling. Pump Shall Have Suitable Outlet As Per Manufacturers Design. Anti Thrust Stream Lined Non Return Valve Shall Be Provided With Pump. 3 Meter Submersible Copper Conductor Cable In Single/ Double Run Shall Be Provided With Each Pump. (Make Ksb/Crompton) Supplying Rate Should Be Increased By Rs. 200 Per Stage For Pump With More 20 Stage. (20 Stage). , Supplying & Fitting Of 02/03 Hp, 1Ph/3Ph Submersible Pump Starter Having Suitable Contactor, Relay, On-Off Push Buttons, Voltmeter & Ampere Meter In Ss Enclosure, One Set Complete.Make-L&T/HavellS/Any Reputed Make Isi Mark. , Supplying Flat Flexible Submersible Cable With, Copper Conductor, Pvc Insulated, And Pvc Sheathed. 3Core 4 Sq Mm , Cost Towards Supplying And Laying Of 1 Dia. Pvc Pipe For Submersible Cable Covering And Laying In Earth Or Open Space As Required At Site. , Supplying And Fitting Of Linen Rope For Lifting Of Submersible Pump Set. , 2 Core Pvc Insulated, Pvc Sheathed Aluminum Armored Cable . 2 Core 10 Sq Mm. , Supplying Fitting And Fixing Panel Board With All Complete As Per Building Specification And Direction Of E/I. , 40 Mm Dia. Outer Dia. Upvc Column Pipe. Isi Mark, Standard Duty Make- Supreme/Finolex/ Any Reputed Make. , 6Amps. To 32 Amps. Rating, Tpn, Mcb, C Series, 10Ka Breaking Capacity. , Supplying All Materials Labours Tools And Equipment For Laying In Ground Of Isi Mark Upvc Pipe With Solvent Cement Including Cutting, Jointing Where Necessary Etc. All Complete As Per Specification And Direction Of E./I. Make-Supreme/Asirwad/Astral/Reputed Isi Make. I. 40 Mm Dia. Upvc Pipe. , Earth Work In Excavation (As Per I.S. 3114) 1965 For Laying Of 40 Mm Dia. Size Of Upvc Pipe So As To Give One Meter Average Cover Over The Socket Of Pipe With Disposal Of Excavated Earth Within Initial Lead And Left As Per Specification & Direction E/I. Upvc Pipe 40 Mm Dia.=105M X 0.37Mx 0.60M=23.31 M3 A.90% Of Total(As Per Soil Item Class -A) , B.10% Of Total(As Per Soil Item Class -B) , Earth Work In Back Filling In The Trenches After Laying Different Sizes Of Pipe With Earth Removed During Excavation Lead & Lift As Per Specification & Direction Of E/I For Classification Of Soil Item A & B. , Supplying All Materials Labours Tools And Equipment For Fitting And Fixing Special Type Chrome Plated Upvc Fittings Of Approved Make All Complete As Per Specification And Direction Of The E/I. Make-Supreme/Ashirwad/ Astral/ Reputed Isi Make. (A) Plain Coupler- 40 Mm Dia. Upvc , (B) Elbow - 40 Mm. Dia. Upvc (90 Deg.) , ( C) Union - 40 Mm. Dia. Upvc - , (D) Ball Valve -40 Dia. Upvc , Taking Out Of Submersible Pump Set Etc. After Completion Of Shrawani Mela And Operational Work During Shrawni Mela 2026 Near Maa Tara Mandir. , Cost Towards Taking Out Of Submersible Pump Set From Bore Well After Compilition Of Shrawani Mela 2026 With Labour Tools Tackles Etc. With Transportation Cost Etc. All Complete Job. , Energy Cost For 1.5 Months During Mela-2 H.P. X 1 X .746 = 1.49Kw X 1.5 Months = 2.238Kw @ 9900/Kw (Including Contractor Profit) , Construction Of 200Mm X165mm X250m Deep High Yield Drilled Tube Well , Hydt : Cost Of Drilling 200Mmx165mmx250 Mtr Deep Bore Well In All Kinds Of Soil And Rock In Rural Area For Installation Of Pump Bore Set With Hydraulic Dth Rig Machine, All Complete Including Supplying All Materials, Tools, Drilling Rig, Air Compressor And Equipments, As Well As Fuel, Lubricants And Cost Of Transportation Of Rig Machine And Other Vehicles Up To The Site. (A) 0.00M Up To 50.00M Depth Below G.L. In Rural Areas , (B) Above 50.00 M Depth. In Rural Areas , Supplying All Tools, Tackles & Lowering Of 200 Mm Dia Ms Erw Casing Pipe Of 6Mm Wall Thickness Including Welding Charges, Cost Of Pipe Etc. All Complete Job. , Supplying All Materials, Labour, Tools & Equipments For Fitting & Fixing 200Mm Dia Ms Cap Over Casing Pipe Complete Job. , Supplying Materials And Labours For Constructing Bore Well Chamber Of 75B Designation Brick Masonry Chamber 600Mmx450mm And 750Mm Deep Internal Dimension Having 250Mm Thickness In Cement Mortar 1:6 Including 12Mm Cement Plaster 1:6 With 600Mmx475mm Reinforced Cement Concrete Cover With Earth Work In Excavation And 75Mm Thick Pcc(1:3:6) In Foundation And Refilling All Complete As Per Specification And Direction Of E/I. , 18% Gst , 1% Labour Cess
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