Empanelment Of Eligible Contractors At Provincial Level And Fixing Of Item Rates For Plain Lift Zones ( G-Ii ) ( 15 To 50 ) In District Anantnag / Kulgam ( Phe Division Bijbehara , Qazigund Andkulgam ) For Execution Of Jal Jeevan Mission ( Jjm ) .- 1 Earth Work In Bulk Excavation By Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 M2 On Plan ) Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. 2 All Kinds Of Soil 3 Extra For Every Additional Lift Of 1.5 M Or Part Thereof In Excavation / Banking Excavated Or Stacked Material : 4 All Kinds Of Soil 5 Earth Work In Bulk Excavation By Mechanical Means ( Hydraulic Excavator ) In Trenches For Foundations, Drains Etc Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. 6 All Kinds Of Soil 7 Ordinary Rock 8 Earth Work In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc. ( Not Exceeding 1.5 M In Width ) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed ( 1 Meter From Cutting Edge ) 9 All Kinds Of Soil 10 Ordinary Rock 11 Earth Work In Surface Excavationnot Exceeding 30 Cm In Depth But Exceeding 1.5 Mtr In Weadth As Well As 10 Sqm On Plan Including Disposal Ofexcavated Soillead 25 Mtr 12 Providing And Laying Of Dry Stone Solling Tightly Hand Packed On Horizontal Levels. 13 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 14 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) 15 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) Walls 16 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) 17 1:2:4 In Walls ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) 18 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Including Curing But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement. All Works Upto Plinth Level 19 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 20 Provision For Pipe Specials 21 Reinforced Cement Concrete Work In Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Upto Floor Five Level Including Curing But Excluding Cost Of Centering Shuttering, Finishing And Reinforcement. 22 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 23 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Upto 15°, Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Upto Five Level Including Curing But Excluding The Cost Of Centring, Shuttering, Finishing And Reinforcement With 24 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 25 Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, Including Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge.Note: - Cement In This Item Is @ 330 Kg / Cum. Excess Or Less Cement Used As Per Design Mix Is Content Considered Payable Or Recoverable Separately. 26 Reinforced Cement Concrete Work In Arches, Archribs, Domes, Vaults Shells, Folded Plate And Roofs Having Slope More Than 15° Upto Floor Five Level Level Including Curing But Excluding The Cost Of Centering, Shuttering Finishing And Reinforcement With: 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 27 Brick Work With Common Burnt Clay ( Non-Modular ) Bricks Of Class Designation 7.5 Infoundation And Plinth Including Curing In : 28 Cement Mortar 1:4 ( 1 Cement : 6 Coarse Sand ) 29 Extra For Brick Work With Common Burnt Clay Bricks / Cement Concrete Bricks In Superstructure Above Plinth Level Upto Floor Five Level 30 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: 31 Foundations, Footings, Bases Of Columns Etc. For Mass Concrete. 32 Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth Andstring Courses Etc 33 Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers 34 Columns, Pillars, Piers, Abutments, Posts And Struts. 35 Suspended Floors, Roofs, Landings, Balconies And Access Platforms. 36 Edges Of Slabs And Breaks In Floors And Walls 37 Under 20 Cm Wide 38 Arches, Domes, Vaults Upto 6 M Span 39 Extra For Shuttering In Circular Work ( 20% Of Respective Centering And Shuttering Items ) 40 Foundation 41 Walls 42 Beams 43 Domes 44 12Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix: 45 1 : 3 ( 1 Cement : 3 Fine Sand ) 46 1 : 4 ( 1 Cement : 4 Fine Sand ) 47 12Mm Cement Plaster Of Mix: 48 1 : 4 ( 1 Cement : 4 Coarse Sand ) 49 15 Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix: 1 / 4 50 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level Hot Rolled Deformed Bars 51 P / F Of M.S Lid / Ventilator Incld Connecting Of S.R With Supply System Complete Job 52 P / M Of Water Proofing Compound To Cement Concrete @ 1Kg / 50 Kg 0F Cement. 53 Structural Steel Work In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. ( Welded ) 54 Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia And Length ( Hold Fast Lugs Or With Dash Fasteners Shall Be Paid For Separately ) : First Class Kail Wood 55 First Class Kail Wood ( 35 Mm Thick ) In Frames Of Doors Windows Etc. 56 Providing And Fixing Wire Gauze Shutters Using Galvanized M.S. Wire Gauze Of Average Width For Aperture 1.4 Mm In Both Directions With Wire Of Dia. 0.63 Mm For Doors, Windows And Clerestory Windows With Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size With Necessary Screws As Per Direction Of Engineer-In-Charge :First Class Kail Wood 57 Cement Concrete Flooring 1:2:4 ( 1Cement: 2 Coarse Sand: 4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement Including Cement Slurry And Curing Complete, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 50 Mm Thick With 20Mm Nominal Size Stone Aggregate. 58 Providing Corrugated G. S. Sheet Roofing Including Vertical / Curved Surface Fixed With Polymer Coated J Or L Hooks, Bolts And Nuts 8Mm Diameter With Bitumen And G.I Limpet Washers Or With G.I. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete ( Upto Any Pitch In Horizontal / Vertical Or Curved Surface ) Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 0.63 Mm Thick With Zinc Coating Not Less Than 275 Gram / M2 59 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade. Two Or More Coats On New Work 60 Provision For Plumbing In The Quarter Withsanitary Installations / Grills To Windows And Elcetrification Complete Job 61 Structural Steel Work In Single Section, Fixed With Or Without Connecting Plate, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 62 Providing And Fixing G.I. Chain Link Fabric Fencing Of Required Width In Mesh Size 50X50 Mm Including Strengthening With 2 Mm Dia Wire Or Nuts, Bolts And Washers As Required Complete As Per The Direction Of Engineer-Incharge. Made Of G.I. Wire Of Dia 4 Mm 63 Structural Steel Work In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. ( Welded ) 64 P / F Of Pvc Pie For Drainage / Waste Water From Septic Tank To Soackage Pit 65 Providing 40X5 Mm Flat Iron Hold Fast 40 Cm Long Including Fixing To Frame With 10 Mm Diameter Bolts, Nuts And Wooden Plugs And Embeddings In Cement Concrete Block 30X10x15 Cm 1:3:6 Mix ( 1 Cement : 3 Coarse Sand : 6 Gradedstone Aggregate 20 Mm Nominal Size ) . 66 Providing Installation Testing Commissioning Of Double Flanged Ms Pipes Of 6Mm Thick. The Job Includes Cutting Welding And Fabrication Complete Job. 67 Providing And Laying Matting Of Approved Quality In Two Layers As Approved By Engineer Incharge. 68 Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth:With Bond Stone Quarry 69 Reinforcement To Rcc Works Including Bending , Binding , Cuttingstratining And Placing In Position Complete. 70 Laying In Position Centrifugally Cast Di / Ci ( Spun ) Iron S&S Or Flanged Pipes ( Excluding Cost Of Pipe ) 100Mm Dia Di 71 Providing Push-On-Joints To Centrifugally ( Spun ) Cast Iron Pipes Or Ductile Iron Pipes Including Testing Of Joints And Including The Cost Of Rubber Gasket. 80 Mm Dia 72 65 Mmdia. G.I. Pipes 73 50 Mmdia. G.I. Pipes 74 40 Mm Dia. G.I. Pipes 75 25 Mmdia. G.I. Pipes 76 20 Mmdia. G.I. Pipes 77 15 Mm Dia. G.I. Pipes 78 P / F O Fms Flanges To Theg I Pipe , Including Cost Offlanges, Welding Charges And L / F Charges Complete. 79 50 Mm Dia G.I Pipe 80 80 Mm Dia G.I Pipe 81 100 Mm Dia G.I Pipe 82 Making Connection Of G.I. Distribution Branch With G.I. Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 83 25 To 40 Mm Nominal Bore 84 50 To 80 Mm Nominal Bore 85 Filling Available Excavtedearth ( Excld. Rock ) In Trenches Plinth Sides Of Foundation Etc. In Layers Not Exceeding 20 Cm In Depth Consolidating Each Deposited Layer By Ramming & Watering Lead Upto 50 M, & Lift Upto 1.5 M. 86 P / F Of Di Sluice Valve With Caps, Nuts Bolts, Washers & Necessary M.S Tail Pieces Etc Complete Job ( Vagmake ) 87 200 Mm Dia 88 150 Mm Dia 89 100 Mm Dia 90 80 Mm Dia 91 Providing Fabrication Of Ms Bend Tees As Per Site Requirment To Be Fabricated At Site Incld. Hire Charges Of Dg Setwelding Machine Complete Job. 92 Providing / Fixing Ofd.I / G.I Bends , Tees, Unions, Elbows, Nipples Etc. 93 P / F Of Ms Bends Di / Ci Tees Complete Job 94 40 Mm Dia Giunions / Bends 95 50 Mm Dia Unions 96 25 Mm Dia G.I Unions / Bends 97 20 / 15 Mm Gi Unions / Bends 98 25 / 20 / 15 Mm Tees / Bends 99 40 / 25 / 20 Mm Elbows 100 Dismantling G.I. Pipes ( External Work ) Including Excavation And Refilling Trenches After Taking Out The Pipes, Manually / By Mechanical Means Including Stacking Of Pipes Within 50 Meters Lead As Per Direction Of Engineer-In-Charge : 101 Providing And Laying Damp-Proof Course 50 Mm Thick With Cement Concrete 1:2:4 ( 1 Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size ) And Curing Complete 102 Providing Hosting And Fixing Trusses Purlins Rafters Posts Post Plates Or The Like Componants Incl. Cost Of Screws First Class Budloo Wood 103 Providing And Fixing Bath Fittings Of Jaquar Make Including All Accessories & Carriages. 104 Providing And Placing On Terrace ( At All Floor Levels ) Polyethylene Water Storage Tank Isi : 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank 105 Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 Meters Lead As Per Direction Of Engineer-Incharge: 1:3:6 Or Richer Mix ( I / C Equivalent Design Mix ) 106 Carriage Of Materials By Mechanical Transport Including Loading, Unloading And Stacking 107 Below 100 Mm G.I Pipes ( 20Kms ) 108 Below 100 Mm G.I Pipes ( 10 Kms ) 109 Below 100 Mm G.I Pipes ( 5 Kms ) 110 Cement And Steel ( 20 Kms ) 111 Cement And Steel ( 15 Kms ) 112 Sand, Stone Aggregate Below 40 Mm Nominal Size ( 20 Kms ) 113 Stone Aggregate 40 Mm Nominal Size And Above ( 25 Kms ) 114 Stone Aggregate 40 Mm Nominal Size And Above ( 27Kms ) 115 Stone Aggregate 40 Mm Nominal Size ( 20 Kms ) 116 Stone Soling ( 05 Kms ) 117 Stone Soling ( 10 Kms ) 118 Quarry Stone ( 20 Km ) 119 Bricks ( 30 Km ) 120 Cement & Steel For Avg. Lead Of10 Km 121 Cementfor Avg. Lead Of10 Km 122 Sandand Aggregrate For Avg. Lead Of30 Km 123 Sand For Avg. Lead Of25 Km 124 Cement & Steel For Avg. Lead Of 15Km 125 Sandand Aggregrate For Avg. Lead Of 30 Km 126 Sand For Avg. Lead Of 35 Km 127 20Mm Aggregate For Avg. Lead Of30 Km 128 40Mm Aggregate For Avg. Lead Of30 Km 129 Stone Solling For Avg Lead Of10 Km 130 100 / 80 / 65 / 50 / 40 / 25 / 20 Mm Dia Gipipefor Avg. Lead Of15km 131 100 Mm Dia Gipipe 132 Carriage Of Pipes Material From Road Site Upto Actual Site Of Work By Manual Labour For Avg.Lead Of 200 Mtrs. 133 Cement 134 Sand And 20Mm Aggregate 135 40Mm Aggregate 136 Stone Solling 137 80 / 65 / 50 / 40 / 25 / 20 / Mm Dia Gipipe 138 Carriage Of Pipes Material From Road Site Upto Actual Site Of Work By Manual Labour For Avg.Lead Of 100 Mtrs. 139 Cement 140 Steel 141 Sand And 20Mm Aggregate 142 40Mm Aggregate 143 Stone Solling 144 80 / 65 / 50 / 40 / 25 / 20 / Mm Dia Gipipe 145 100 Mm Dia Gipipe 146 100 Mm Dia Gi Pipe 147 80 / 65 / 50 / 40 / 25 / 20 / 15 Mm Dia Gi Pipe 148 Extra Carriage Of Pipes From Nearest Dumping Site To Actual Site Of Work By Manual Labour For Avg. Lead Of 500 Mtr 149 100 Mm Dia Gi 150 80 / 65 Mm Dia Gi 151 By Manual Labour Including Loading, Unloading And Stacking 152 Below 100 Mm G.I Pipes ( 300 M ) 153 Cement ( 200 M ) 154 Steel ( 200 M ) 155 Sand, Stone Aggregate Below 40 Mm Nominal Size ( 200 M ) 156 Stone Aggregate 40 Mm Nominal Size And Above ( 200 M ) 157 Stone Soling ( 200M ) 158 Electromechanical Workssupply, Installation, Testing & Commissioning Of Submersible Pumping Unitas Per Is 8034 With Assumed Discharge & Specification Are As Under : 159 Pump : 160 Discharge: 10000Gph At 70M Head 161 Efficiency= Not Less Than 50% 162 Speed= 2900 Rpm 163 Type Of Pump = Mixed Flow. 164 Type Of Fluid To Be Handled =Clear Water 165 Material Of Construction: 166 Impeller= Stainless Steel 167 Pump Shaft= Stainless Steel Ss 410. 168 Pump Casing = Cast Iron / Stainless Steel 169 Impeller: 170 Impeller Is Of The Enclosed Or Semi – Enclosed Type And Properly Balanced.Enclosed Impellers Equipped With Seal Rings On Their Hubs. 171 Coupling: 172 A Suitable Coupling Arrangement Provided With Pump Set. 173 Non Return Valve:- 174 Non Return Valve Of The Suitable Size Provided Above The Pump Discharge Case. 175 Motor:- 176 Method Ofstarting = Star – Delta 177 Speed = 3000 ( Sync ) . 178 Frequency = 50 ± 3 % Hz 179 Working Voltage= 380-415 ± 15% V, 03 Phase 180 Efficiency= Not Less Than 90% 181 Rating = Suitable For Above Parameters 182 Class Of Insulation= F / Suitable For Above Parameters 183 Submersible Motor Should Be Water Filled Water Lubricated Squirrel Cage Type Having Capacity For Above Pumping Parameters And Working On 3 Phase; Ac Supply Ranging From 380 To 415 Volts, 50Hz. The Motor Should Be Sealed By Radial Rings To Avoid Mixing Of Well Water With Motor Filled Water. 184 A ) The Job Includes Providing And Fitting Of Interlocking Arrangement Against Any Failure Of Coupling. It Must Be Fabricated Out Of Ms Strips Of Suitable Size And Length. 185 B ) The Job Includes Providing And Fitting Of Appropriate Size Ms Nipple 2 Feet Long Threaded On One End And Welded To Same Size Ms Flange Ofthickness ( As Per Table-17 ) At Other End For 80 Mm Diameter Column Pipe As Per Site Requirement. The Threaded Portion Should Be As Per Size Of Pumping Out Let For Proper Fixing. 186 The Job Includes Providing And Fitting Of R. I. Cloth Joints / Rubber Washers With Nuts, Bolts And Washers For All Joints Of Column Pipe. The Job Also Includes Lowering Of Pumping Unit In The Well Then Proper Testing And Commissioning Of Pumping Unit On Full Load At Site. 187 Note: Providing Of Test Certificate & Characteristic Curve Of Pumping Equipment Is Compulsory And Pumping Unit Is To Be Approved From The Concerned Sub Divisional Office Before Procuring. 188 Fabrication, Providing And Fitting Of Y- Junction Having 1M Length Of Each Armto Be Fabricated Out Ofhot Dip Galvanized G.I, 100Mm Dia.C-Class Pipe . The Job Also Includes Providing And Welding Of M.S Flanges To The Ends Of Each Arm . The Thickness Of Flange Shall Conform To Is 6392 Part 1St Table-17. The Flange Welding Shall Be Carried Out In Double Layers Using Reputed Make Electrodes To Form Strong Welding Joint By Dint Of Dc Arc Welding. The Job Further Includes Providing And Fitting Of Nuts And Bolts ( Conforming To Is:1363 Part 1St ) And Rubber Insertion Gaskets ( Conforming To Is: 638 / 79 ) To Be Used Between Flanged Joints. The 189 Providing And Fitting Of, Ductile Iron Double Flanged, Non-Rising Spindle Soft Seated 100Mm Diameter Glandless Gate / Sluice Valves As Per Is14846 For Regulating The Water Supply Outside The Pumping Units . 190 The Body And Bonnent Of The Valve Shall Be Of Ductileiron, Wedge With Fully Vulcanized Epdm Rubber ( Approved For Drinking Water ) And Nbr Seal. The Gate / Sluice Valve Shall Be Compatible For Buried Applications And Shall Be Safe To Install In Both Horizontal And Vertical Positions 191 It Shall Have Electrostatic Epoxy Coating ( Approved For Drinking Water ) Both Inside And Outside Of The Valve. The Valve Shall Be Supplied Along With Hand Wheel. 192 Cost On Account Of Nuts, Bolts, Gaskets, Etc Required For The Job Is Included In The Scope Of Work. 193 The Job Includes Providing And Fitting Of 02 Nos. M.S Flanges Perfectly Adaptable To The Inbuilt Flanges Of The Valve Which Shall Be Fitted With Rising Main Of The Pumping Unit At Appropriate Spots As Per Site Requirement. 194 Nuts And Bolts 195 Nuts And Bolts ( Conforming To Is:1363 Part 1St ) 196 Rubber Insertion Gaskets 197 Rubber Insertion Gaskets ( Conforming To Is: 638 / 79 ) To Be Used Between Flanged Joints. 198 Providing And Fitting Ofductile Iron Double Flanged, Slanted Seat 100Mm Diameter Swing Check Valve ( Nrv ) As Per Is 5312. The Body Shall Be Of Ductile Cast Iron With Fully Encapsulated Vulcanized Epdm Rubber ( Approved For Drinking Water ) . The Valve Shall Be Compatible For Buried Applications And Shall Be Safe To Install In Both Horizontal And Vertical Positions. 199 It Shall Have Electrostatic Epoxy Coating ( Approved For Drinking Water ) Both Inside And Outside Of The Valve. 200 Cost On Account Of Nuts, Bolts, Gaskets, Etc Required For The Job Is Included In The Scope Of Work. 201 The Job Includes Providing And Fitting Of 02 Nos. M.S Flanges Perfectly Adaptable To The Inbuilt Flanges Of The Valve Which Shall Be Fitted With Rising Main Of The Pumping Unit At Appropriate Spots As Per Site Requirement. 202 Fabrication , Providing And Fitting Of90-120 Degree Bend / Elbowto Be Fabricated Out Of100mm Diameter Class-C, G.I Pipe, 1 M Lengthand Flanged On Both Ends Ato Make It Leak Proof. The Flanges Shall Be M.S Flanges Conforming To Bis 6392 / 1997 Table 17 ( Rating Pn16 ) And Welded On Both Sides. The Job Includes Nuts, Bolts, Gaskets Etc As Per Site Requirement. 203 Fabrication, Providing And Fitting Of Washout 100Mm Dia.Tee With Arm Length 1.2 Feet Each. The Tee Shall Be Fabricated Out Of G.I C-Class Pipe With M.S Flanges Conforming To Bis 6392 / 1997 Table 17 ( Rating Pn16 ) Fastened With Weld Joints On Three Ends. 204 Providing / Fitting& Installation & Testing Of , Outdoor Type100kva Of 11 / 0.433 Kva , 3 Phase Distribution Transformer With Bimetallic Terminal Connectors Energy Level -2 Aluminum Wound100 Kvaspecifications Conforming To Is : 1180 ( Part 1 ) 2014 With Latest Amendments Type Of Cooling:Onan.The Ht Transformer Is Completely Filled With Suitable Grade Transformer Oil Up To Required Level. The Job Includes Carriage, And All Leads And Lifts Involved.The Ht Transformer Shall Be Of Reputed Make From An Iso Certified Company As Per Relevant Standards And A Test Certificate Shall Be Provided Before Installation. The Transformer Shall Also Be Provided With Breather Fill With Silica Jel Crystals , Conservator With Oil Level Indicator , Explosion Vet And Adequate Radiator Fins / Tubes. The Impedance Of Transformer Shall Be As Per Is:1180 ( Part 1 ) 2014 With Latest Amendments.Note: The Scope Of The Work Shall Include Providing Ofnecessary Test Certificate From The Concerned Manufacturer For All The Required Equipment. 205 Providing, Fitting, Testing And Commissioning Of 75 Kva Voltage Stabilizeras Per Specifications Below: 206 Type Of Voltage Controller: Manually Operated Copper Wound, 3-Phase, Ac Power Supply Multi Step. 207 Type Of Regulator: Double Plate Type With Electrolytic Copper Contacts. 208 Input Voltage: 175-400 Volts. ( 3 Phase ) 209 Output Voltage : 400 ±10% Volts. 210 Frequency : 50±3 C / S. 211 Windings: Electrolytic Grade Copper Of Adequate Section, Vacuum Impregnated And Oven-Dried. 212 Insulation: Fiber Glass Insulations To Tested Parameters. 213 Cooling : Naturally, Oil Cooled 214 Temp. Rise ( Max ) : 30°C Above Ambient 215 Mounting : On Uni-Directional Wheels. 216 Correction Rate: 30 Volts Per Step 217 Wave Form Distortion: Virtually Nil 218 Duty Cycle : 100% Continuous. 219 Enclosure : Ms Sheet Enclosure In Pressed Cgr Sheet Powder Coated With Radiators. 220 Core Laminates: High Grade, Low Eddy Loss, Grain Oriented Silicon Steel Laminations. 221 Load: Three Phase Induction Motor Load. 222 Load Amperes ( Continuous ) 223 Overload In 24-Hours Operation: 10% Above Continuous Ampere Rating. 224 The Voltage Stabilizer Shall Have T-Oil Level Indicator Gauge Preferably Glass Type Tube Or Otherwise Visible To Naked Eye. The Top Of The Container To Have A Display Panel For Housing 02 Numbers Digital Voltmeters ( 0-500V ) Along With 4-Way Selector Switch And Set Of Neon Indicators For Incoming And Outgoing Phases ( 06 No’S ) . 225 Insulating Media ( T. Oil ) Of 11 Kva Grade To Be Provided And Filled Up To Top Level, With Dielectric Strength Of 5 Kv At 4M Air Gap. The T-Oil Of Specific Grade Should Be Provided In Separate Barrels And Filled At Site Upto Top Level. 226 The Voltage Stabilizer Shall Be Accepted With Manufacturers Dully Stamped Test Certificate And Shall Have Name Plate With Specifications.Rest Of Spacifications If Any As Per Clause 43 Of Techanical Annexure Of Sbd 227 Providing / Supplying And Fitting Of 100 Mm Diameter G.Iclass B Flanged Rising Main At Site. The Pipe Shall Be Hot Dip Galvanized, Class-C Confirming To Is 1239. The Job Includes Providing And Fitting Of M.S Flanges Conforming To Bis 6392 / 1997 Table 17 ( Rating Pn16 ) . The Flanges Shall Be Double Welded Both From Inside And Outside Of The Pipe Using Standard Electrode Of Reputed Make.Flanges ( As Per Is 6392 / 1997 Table:17 ) Thickness Shall Conform To Is 6392 Part 1St Table-17. The Flange Welding Shall Be Carried Out In Double Layers Using Reputed Make Electrodes To Form Strong Welding Joint.Welding Electrodedc Arc Welding Using Welding Electrode Having Diameter Not Less Than 4Mm.Nuts And Boltsnuts And Bolts ( Conforming To Is:1363 Part 1St ) Rubber Insertion Gasketsrubber Insertion Gaskets ( Conforming To Is: 638 / 79 ) To Be Used Between Flanged Joints. The Rising Main Is To Be Laid As Per The Instructions Of The Engineer In Charge. 228 Supply, Installation, Testing & Commissioning Of Submersible Horizontal Monosetpumping Unit For Pst / Sump To Liftwater Through Pressure Filter Plant Up To Oht As Per Is 8034 With Following Specification Are As Under : 229 Pump : 230 Discharge: 10000 Gph At 45 Mts Head 231 Efficiency = Not Less Than 50% 232 Speed= 2900 Rpm 233 Type Of Pump = Mixed Flow. 234 Type Of Fluid To Be Handled=Clear Water 235 Material Of Construction: 236 Impeller= Stainless Steel 237 Pump Shaft = Stainless Steel Ss 410. 238 Pump Casing = Cast Iron / Stainless Steel 239 Impeller: 240 Impeller Is Of The Enclosed Or Semi – Enclosed Type And Properly Balanced.Enclosed Impellers Equipped With Seal Rings On Their Hubs. 241 Coupling: 242 A Suitable Coupling Arrangement Provided With Pump Set. 243 Non Return Valve:- 244 Non Return Valve Of The Suitable Size Provided Above The Pump Discharge Case. 245 Motor:- 246 Method Ofstarting = Star – Delta 247 Speed = 3000 ( Sync ) . 248 Frequency= 50 ± 3 % Hz 249 Working Voltage= 380-415 ± 15% V, 03 Phase 250 Efficiency = Not Less Than 90% 251 Rating= Suitable For Above Parameters 252 Class Of Insulation=F / Suitable For Above Parameters 253 Submersible Motor Should Be Water Filled Water Lubricated Squirrel Cage Type Having Capacity For Above Pumping Parameters And Working On 3 Phase; Ac Supply Ranging From 380 To 415 Volts, 50Hz. The Motor Should Be Sealed By Radial Rings To Avoid Mixing Of Well Water With Motor Filled Water. 254 A ) The Job Includes Providing And Fitting Of Interlocking Arrangement Against Any Failure Of Coupling. It Must Be Fabricated Out Of Ms Strips Of Suitable Size And Length. 255 B ) The Job Includes Providing And Fitting Of Appropriate Size Ms Nipple 2 Feet Long Threaded On One End And Welded To Same Size Ms Flange Ofthickness ( As Per Table-17 ) At Other End For 80 Mm Diameter Column Pipe As Per Site Requirement. The Threaded Portion Should Be As Per Size Of Pumping Out Let For Proper Fixing. 256 The Job Includes Providing And Fitting Of R. I. Cloth Joints / Rubber Washers With Nuts, Bolts And Washers For All Joints Of Column Pipe. The Job Also Includes Lowering Of Pumping Unit In The Well Then Proper Testing And Commissioning Of Pumping Unit On Full Load At Site. 257 Note: Providing Of Test Certificate & Characteristic Curve Of Pumping Equipment Is Compulsory And Pumping Unit Is To Be Approved From The Concerned Sub Divisional Office Before Procuring. 258 Providing And Fitting Of, Ductile Iron Double Flanged, Non-Rising Spindle Soft Seated 100 Mm Diameter Glandless Gate / Sluice Valves As Per Is14846 For Regulating The Water Supply Outside The Pumping Units . 259 The Body And Bonnent Of The Valve Shall Be Of Ductileiron, Wedge With Fully Vulcanized Epdm Rubber ( Approved For Drinking Water ) And Nbr Seal. The Gate / Sluice Valve Shall Be Compatible For Buried Applications And Shall Be Safe To Install In Both Horizontal And Vertical Positions 260 It Shall Have Electrostatic Epoxy Coating ( Approved For Drinking Water ) Both Inside And Outside Of The Valve. The Valve Shall Be Supplied Along With Hand Wheel. 261 Cost On Account Of Nuts, Bolts, Gaskets, Etc Required For The Job Is Included In The Scope Of Work. 262 The Job Includes Providing And Fitting Of 02 Nos. M.S Flanges Perfectly Adaptable To The Inbuilt Flanges Of The Valve Which Shall Be Fitted With Rising Main Of The Pumping Unit At Appropriate Spots As Per Site Requirement. 263 Fabrication, Providing And Fitting Ofmodularmotor Control Panel Of Appropriate Size Fabricated Out Of 14 Swg Sheet Having Required Openings / Vents And Protection Class : Ip-55 & Fitted With Accessories As Under: 264 A ) Busbar Chamber: 265 The Busbar Chamber Shall Be Fitted At The Top Of The Panel Horizontally Throughout The Length. There Shall Be 3 Nos. Of Phase Bus Bar And 1 No Neutral Bus Bar And 1 No Earthing Bus Bar. The Bus Bars Shall Be Air Insulated And Made-Up Of High Conductivity Copper With Current Density Of Suitable Rating For 100 Ampere. All Panel Compartments Shall Be Provided With Suitable Cable Alley And Vertical Bus Bar Alley. Suitable Segregation Shall Be Provided In Between Busbar Chamber And Adjoining Compartments. The Bus Bar Shall Be Pvc Sleeved With Color Strips Of Red, Yellow, Blue And Black And The Same Be Arranged In Accordance With Is-375 Specs. Electrical Clearances Shall Be Maintained Between Phases, Neutral And Body As Per Standards. 266 B ) Main Circuit Breaker ( Incomer Mccb ) : 267 Qty:- = 02 No. 268 No. Of Poles = 4 Pole 269 Current Rating= 100 Amp. 270 Rated Operational Voltage = 415 V + 15 % 271 Rated Frequency = 50+ / -3%Hz 272 Ambient Temperature = 40C° 273 Ultimate S.C Breaking Cap. 274 At ( 415V Ac, 50 Hz ) =36 Ka 275 Type Of Release = Thermal-Magnetic Thermal Release Range =80-100 Ampere 276 Overload Protection = 0.8 – 1×Ln Adjustable 277 Short-Circuit Protection = 6-10×Ln Adjustable. 278 C ) Change Over Switch: 279 Qty. = 01 No. 280 Rating = 100 Ampere 281 Type= Front Operated, On Load, 4 Pole, 400 +15%V, 50 + 3%Hz. 282 D ) Motor Back-Up Protection Mccb: 283 Qnty = 2 No’S 284 No. Of Poles = 3Pole 285 Current Rating=100A 286 Rated Operational Voltage =415 V +15 % 287 Rated Frequency = 50 + 3% Hz 288 Ambient Temperature = 40C° 289 Ultimate S.C Breaking Cap. 290 At ( 415V Ac, 50 Hz ) = 36 Ka Thermal Release Range 80-100 Amp 291 E ) Submersible Motor Starter: 292 Fully Automatic Submersible Motor Starters. 293 Rating = 10 Hp 294 Power Specs =3 ?, 415 + 15% V, 50 + 3 % Hz. 295 Relay Range= 13-21 A. 296 Protection = Under Voltage / Over Voltage Relays ( 01 No. For Each Starter ) 297 Qty = 02 No’S 298 F ) Auxiliary Mccb For Heating / Lighting: 299 Circuit Breaker = Mccb ( Outgoing ) 300 Qty.= 1 No. 301 No. Of Poles = 4P 302 Current Rating = 63 Amp. 303 Rated Operational Voltage =415 V + 15 % 304 Ultimate S.C Breaking Cap. 305 At ( 415V Ac, 50 Hz ) =25 Ka 306 G ) Motor Protection Relay: 307 Digital Motor Protection Relay With Lcd Displayfor 3-Phase Supply With Following Protections Suitable For The Modular Control Pannel:- 308 Protections = Thermal Overload With Pre-Alarm, Short Circuit, Phase Loss, Unbalance, Phase Reversal, Under Current, Prolong Starting, Locked Rotor & Earth Fault And Over Current 309 Qty. = 03 No’S ( 01 No. For Each Starter ) 310 H ) M-Power Module For Mobile Starter For Submersiblemotor1p / 3P 3 Wire 311 Quantity – 02 No. 312 Ivrs Languages – English , Hindi, 313 Suitable Region- North India 314 The Panel Shall Be Provided With Phase Indicators ( 03 N0 ) And Digital Ammeter Of Range 0-60 A, Digital Voltmeter Of Range 0-500 V, And Digital Frequency Meter ( 01 No Each ) Of Make L&T / Ae / Rishabh. The Enclosure Of The Panel Shall Be Of Excellent Fit And Finish, Corrosion Resistant And Powder Coated Gliding Hinges For Smooth And Noiseless Movement Of Windows And Advanced Locking Arrangements 315 Providing, Fitting, Testing And Commissioning Of 50 Kva Voltage Stabilizeras Per Specifications Below: 316 Type Of Voltage Controller: Manually Operated Copper Wound, 3-Phase, Ac Power Supply Multi Step. 317 Type Of Regulator: Double Plate Type With Electrolytic Copper Contacts. 318 Input Voltage : 250-400 Volts. ( 3 Phase ) 319 Output Voltage : 400 ±10% Volts. 320 Frequency : 50±3 C / S. 321 Windings : Electrolytic Grade Copper Of Adequate Section, Vacuum Impregnated And Oven-Dried. 322 Insulation : Fiber Glass Insulations To Tested Parameters. 323 Cooling: Naturally, Oil Cooled 324 Temp. Rise ( Max ) : 30°C Above Ambient 325 Mounting : On Uni-Directional Wheels. 326 Correction Rate : 30 Volts Per Step 327 Wave Form Distortion: Virtually Nil 328 Duty Cycle : 100% Continuous. 329 Enclosure : Ms Sheet Enclosure In Pressed Cgr Sheet Powder Coated With Radiators. 330 Core Laminates: High Grade, Low Eddy Loss, Grain Oriented Silicon Steel Laminations. 331 Load: Three Phase Induction Motor Load. 332 Load Amperes ( Continuous ) 333 Overload In 24-Hours Operation: 10% Above Continuous Ampere Rating. 334 The Voltage Stabilizer Shall Have T-Oil Level Indicator Gauge Preferably Glass Type Tube Or Otherwise Visible To Naked Eye. The Top Of The Container To Have A Display Panel For Housing 02 Numbers Digital Voltmeters ( 0-500V ) Along With 4-Way Selector Switch And Set Of Neon Indicators For Incoming And Outgoing Phases ( 06 No’S ) . 335 Insulating Media ( T. Oil ) Of 11 Kva Grade To Be Provided And Filled Up To Top Level, With Dielectric Strength Of 5 Kv At 4M Air Gap. The T-Oil Of Specific Grade Should Be Provided In Separate Barrels And Filled At Site Upto Top Level. 336 The Voltage Stabilizer Shall Be Accepted With Manufacturers Dully Stamped Test Certificate And Shall Have Name Plate With Specifications 337 Providing And Fitting Of 3-Core Flat 10 Sq.Mm Submersible Copper Cable Conforming To Is: 694 ( Part 1St ) – 1964 & Is: 694 ( Part 2Nd ) - 1964 For Submersible Pumping Unit And Other Electrical Equipments . The Cable Connections Terminal Shall Be Fitted With Copper Thimbles Of Required Size. 338 P / I Of Earthing Station For 63 Kva Substation, Lt Panel And Stabilizer Comprising Of Company Fabricated Earthing Electrode As Per Is: 3043. The Job Includes Auguring Of Bore Of Required Dia / Depth For Installation Of Electrode Along With Backfill Compound Mixed With Soil And All Other Items Required Thereof For Achieving The Best Result. The Job Includes Connecting Of Electric Gadgets Through Gi Strip As Per Relevant Standards. 339 Safe Earthing Electrode Size:80 Mm Dia , 340 Length :2000 Mm 341 Back Fill Compound :30 Kg 342 Tool Kit For Maintenance: - 343 The Tool Kit For Maintenance Shall Comprise Of The Following And All The Items As Mentioned Below Shall Be Of : 344 Providing Of Tool Kit Consists Of Following Items 345 I. Double Ended Spanner ( Chrome Plated ) Of Size In Mm 346 6 / 7, 8 / 9, 10 / 11, 12 / 13, 14 / 15, 16 / 17, 18 / 19, 20 / 22, 21 / 23, 24 / 26, 25 / 28, 24 / 27, 30 / 32 Each – 02 No. 347 Ii. Double Ended Ring Spannerschrome Platedof Size Inmm 6 / 7, 8 / 9, 10 / 11, 12 / 13, 14 / 15, 16 / 17, 18 / 19, 20 / 22, 21 / 23, 24 / 26, 25 / 28, 24 / 27, 30 / 32 Each – 02 No. 348 Iii. Allen Key Set Black Finish Of Size In Mm 1.5, 2, 2.5, 3, 4, 5, 6, 8, 10 Each – 2 No. 349 Iv. Combination Pliersinsulated With Thick C.A Sleeve; Size In Mm 165, 210, 255Each – 02 No. 350 V. Long Nose Plier Insulated With Thick C.A Sleeve; Size In Mm 165, 205Each – 02 No. 351 Vi. Side Cutting Plier Insulated With Thick C.A Sleeve; Size In Mm 165, 205Make – Tapariaeach – 02 No. 352 Vii. Insulated Screw Drivers 353 Blade Length In Mmblade Dia. In Mmtip Dimensions In Mm Quantity 354 50 3 1.6 X 0.4 02 355 75 3 1.6 X0.4 02 356 100 3 3 X 0.4 02 357 125 3.5 3.5 X 0.502 358 150 3.5 3.5 X 0.5 02 359 200 4 4 X 0.6 02 360 300 5 5 X 0.8 02 361 Viii. Hammer With Handle Weight – 110 Mg , 340 Gm , 600 Gm –Each – 1No. 362 Ix. Heavy Duty Pipe Wrench Length In Mm- 200, 300, 600 Each – 01 No.. 363 X. Electric Multimeter=1No 364 Xi. Digital Multimeter – 1No. ( Fluke / Meco / Scemens / Mastech ) 365 Xii. Digital Clamp Testercapable To Measure Up To 400A-1 No. 366 Xiii. Hack Saw Framewith Hack Saw Blade – 01 No. 367 Xiv. S-16Mxl, S- 16 H X L Socket Set ( 19 Sockets + 6 Accessories ) – 01 No. 368 Fabricationof6’ X 6’ Angle Iron Bed By Way Of Providingand Fitting Of Structural Steel In Built Up Sections , Trusses And Framed Work, Including Cutting , Hoisting , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete Welded 369 Providing And Fitting Of 19 Mm Thick Multilayered Ply Sheet Of Size 6 X 3 Feet , 2 Nos Including Cutting , Fixingall Complete Including Painting Of The Play Sheet By One Coat Of Primer And Two Coats Of Enamel Paint 370 A ) Providing Of Good Quality Bedding For Night Stay / Shift Consisting Of: 371 I ) Mattress With Warm Cover Size 6X3 ( 6Kg ) - 02 No’S 372 Ii ) Quilt With Warm Cover Size 5X8 ( 6Kg ) - 02 No’S 373 Iii ) Pillows With Covers - 02 No’S 374 Iv ) Single Bed Warm Blankets With One Sided Fur- 02 No’S 375 The Filling Material For Mattress, Quilt And Pillow Shall Be Of Good Quality Cotton 376 B ) The Job Also Includes Providing Of Pressure Cooker 5Ltr 02 No’S, Steel Patila ( Utensil ) 5Ltrs 02 No’S, Cooking Heater 01 No., Room Heater 01 No., Steel Buckets 10 Litre Capacity 01 No., Plastic Bucket 10 Litre Capacity With Mug 02 No’S Each, Steel Glasses 06 No’S, Steel Plates With Large Spoons And Bowls 03 No’S Each, Cup And Saucer Set ( 01 No. Set ) And, 5Kg Gas Cylinder With Burner / Stove. All The Utensils Shall Be Of Prestige, Pigeon, Wonder Chef, United, Futura Make. 377 The Job Also Includes Providing Of Thermo-Cool 15’X12’ Along With Excel Matting Of 15’X12’ Size. The Job Also Includes Providing Of Unbreakable Plastic Chair Table Set Consisting Of Chairs 04 No’S, Extra Heavy Table 01 No. Of Samruddhi / Neel Kamal / Supreme / Anmol Make. The Job Also Includes Providing Of Good Quality Safety Door Locks ( 03 No’ 378 Electrification Of Pump House By Way Of P / F Of:- Lighting Points In 1.0 Sq.Mm Multistrand Pvc Chanel / Condut.The Job Incl. P / F Of 5 Amp. Switch, Angle / Button Holder, 5 Watt Led Lamp With Necessary Fixtures ( 06 Jobs ) . Heating Points In 2.5 Sq.Mm Multistrand Pvc Insulated Copper Conductor To Be Laid / Carried In Pvc Channel / Condut.The Job Includes P / F Of 16 Amp.Ss Combine ( 04 Jobs ) . 5 Pin Socket Points In 1.5 Sq.Mm Multistrand Pvc Insulated Copper Conductor To Be Laid / Carried In Pvc Channel / Conduit. ( 04 Jobs ) .Cealing Fan C / W Regulator Switch, Wiring In1.5 Sq.Mm Multistrand Pvc Insulated Copper Conductor To Be Laid / Carried In Pvc Channel / Conduit And Necessary Fixtures ( 02 Jobs ) .Distribution Board Sp &N ( Regal Grey ) With 01 No Incomming And 8 Way Outgoing, Fitted With Mini McbC Series 6Amp.-04 No For Lighting Points And2 / 3 Pin Socket Points And Fans, 10 Amp-01 No For Flood Lights, 16 Amp-01 No For Heating Points, 36 Amp.Mcb ( Mains ) As Per Is Standard.The Fittings Shall Be Modular Type. 379 Providing Of Solar / Electrical Lantern Chargeable On Both Solar & Electrical 220V Supply. 380 Providing Of Bamboo Ladders 18 Feet Long Along With 15 Feet Long Link Rods And Ht Glove Pair ( 01 No Each ) 381 Providing Of 1 Kw Heat Convector For Operators For Winter Season. 382 Providing And Fitting Of 01 No. Led ( Scroll Type ) Sign Board Fabricated Out Of Stainless Steel And Metal Showing The Names Of Water Supply Scheme And The Department. 383 Size:6’×1’6” 384 Providing And Fitting Of 01 No. Angle Iron / Sheet Metal Board Duly Painted Showing Various Specifications Of The Mechanical And Electrical Equipments Installed At Site. 385 Size: 4’×6’ Out Ms Angle Of 40X 40X 5Of 36 Rft And Ms Sheet Of 1 Mmthicktotal Weight Of50.16 Kgs 386 Illumination Of Premises: 387 Providing And Erection Of 9 Mtr Long Hot Dip Galvanized Octagonal Pole ( Single Section ) With Bottom 150Mm, Top 75Mm Wide, Thickness 3Mm With 70 Microns Zinc Coating Having Inside Arrangement For Providing Of Power Connection Along With Following Items. 388 1 ) 3 Way Terminal Connector 20 Amp. 389 2 ) 3 No Mcb 8 Amp. 390 The Job Includes Fabrication, Providing And Fitting Of Three Arm Gi Structure At The Top Having 120° Angle Between Arms And Each Arm Having 15° Inclination With Respect To Horizontal Plane. Each Arm Should Be Of 2’ Length And Size And Shape Appropriate As Per Requirement Of The Luminary. 391 The Job Also Includes Providing And Fitting Of Required Length Of Flexible Multi Strand 2 Mm Copper Wire From Each Terminal Connector To Each Holding Arm. 392 The Pole Is To Be Mounted On 1:2:4 Cement Concreting Of Size Not Less Than 2’X2’X6” ( Cost Of Concreting Not Included In The Job ) Using 04 No Anchor Bolts Of Required Size Not Less Than 7” In Length. The Complete Job Includes Earthing In Gi Electrode As Per Relevant Is Code. 393 Providing, Installation, Testing And Commissioning Of Area Lighting 120 Watt Led ( Street Light Type ) On Top Of Octagonal Pole Vide Item No.36 394 Having Following Specs: 395 Input: 90-240 V 50 Hz 396 Power Factor: >0.9 397 Colour Temperature: 4K - 6.5K 398 Beam Angle: 120° - 170° 399 Lumens: >12000 400 Operating Temperature: -20°C To 60°C 401 The Led Is Pressure Die Cast Aluminum Housing With Power Coated Finish And Having Ingress Protection Up To Ip-68. 402 The Led Is To Be Properly Fitted On The Arm Of The Pole And Connected To The Copper Wire As Directed. 403 Fabrication Of Gantry Mechanism By Way Of Providing Structural Steel In Built Up Sections , Trusses And Framed Work, Including Cutting , Hoisting , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete Welded 404 Earth Work In Excavation Required For Installation Ofgantry Mechanismand Associated Worksby Manual Means In Trenches For Foundation , Drains , Pipes , Cables ( Not Exceeding 1.5 M In Width ) And For Shafts , Wells , Cesspits And The Like Not Exceeding 10 Sqm On Plan , Including Dressing Of Sides And Reaming Of Bottom Lift Upto 1.5 M , Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed In All Kinds Of Soil. 405 Providing And Laying Of Soling Stone 406 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With 1: 2 : 4 ( 1 Cement , 2 Coarse Sand , 4 Graded Stone Aggregate 20Mm Nominal Size ) . 407 Centering And Shuttering Including Strutting , Propping Etc. And Removal Of Form Work For Foundation , Footings , Bases For Columns 408 Painting Of The 2 No. Gantry And Plate Form Of Wellusing One Coat Of Red Oxide Metal Primer And Two Coats Of Enamel Paintof Different Shades 409 Providing, Installation Andtestingof Manual Type Triple Spur Gearchain Pulley Block Along With Monorail Gearedtravelling Trolleyhaving Following Features 410 Gears:- The Hoist Shall Have Precision Machine Case Hardened Alloy Steel Gear Mounted On Bearings And Housed In A Dust Proof Gear Box. The Lubrication Of Gears Should Be Of High Viscosity And Temperature For Longer Life Of Gears. 411 Load Chain:-The Load Chain Be Made Of High Tensile Alloy Steel Having Wear Resistance And Greatest Mobility. The Chain Should Be Accurately Collaborated, Tested And Have Adequate In Built Factor Of Safety For Safer Operation. 412 Load Chain Wheel:- The Load Chain Well Should Be Double Ball Bearing Supported Andspecially Designed, Perfectly Machined Wheel Providing Correct Grip Of Load Chaintomakes The Hoist Most Safe And Reliable Against Any Failure. The Main Specifications Of C.P Block Are Given Below : 413 Make = Reputed Make 414 Capacity=2 Ton ( P ) 415 No. Of Load Chain Falls = 2 Or Above 416 Min. Height Of Lift = 6 M 417 Providing, Laying & Fixing With Adhesive / Bonding Material Of Insulation Rubber Mats On The Floor Of The Pump House, Covering Area Around Electro-Mechanical Machinery For Safeguarding The Life & Limb Of The Workmen Due To Possible Leakage Of Current & Short Circuit. The Floor Surface Shall Be Made Good & Shall Be Free From Dust, Grease, Foreign Material & Moisture Free. The Mats Shall Be As Per Is 15652:2006 & Shall Have The Following Specifications: - 418 Composition: Rubber ( Synthetic Mats For Electrical Purpose ) 419 Thickness: - 2.5Mm Size: - 1M Wide. 420 The Rubber Mats Shall Be Accepted With Manufacturers Test Certificate. 421 Providing & Fitting Of Dozing Pumps To Doze Required Quantity Of Alum / Chlorine In The System. The Capacity Of The Dozing Units Shall Be 0-12 Lph Capacity. Dozing Pups Shall Be Provided With All Required Accessories Including 200 Ltrs. Pvc Tanks And Cable For Connection. Each Pump Shall Be Provided With 20 Mtrs. Cable As Per Required Specification. 422 Providing And Fitting Of Pressure Gauges With Adopters To Replace Damaged Ones .These Pressure Gauges Should Be In The Range Of 0-50 Kgf / Cm / Sg And Bereputed Make. 423 Removal Of Choked Filter Media From 5000 Gph Pressure Filter Vessel ( 02 No ) , Total Capacity=10000 Gph. The Job Includes All Loads And Lifts, Disposal Of Choked Media To Dumping Site Outside The Premises Of The Plant Within A Lead Of 5 Km. The Vessel Needs To Be Cleaned Properly And Dried Before Laying Of Fresh Media. 424 Providing And Laying Of Filter Media Of Specific Size And Grade To Be Laid In 5000 Gph Pressure Vessels ( 02 No ) Duly Washed, Free From Dust , Dirt , Loom And Any Other Inorganic Materialor Suspension .The Job Includes Carriage Of Filtermedia From Ganderbalto Site Including Allall Loads And Liftsrequired On The Site Condition. The Media Is To Be Lad In Different Layers Of Specific Size And Grade From Bottom To Top Over The Filter Bed Plate. The Bottom Layer Is To Be Laid Without Tilling / Damaging The Pressure Nozzles. 425 Providing And Fitting Of 12 Mm Dia. Fine Threaded Pvc Nozzles Auxiliary Type To Be Fitted On Filter Bed Plate Of Pressure Vessels ( 02 Nos ) . 426 Providing And Fitting Of 29 Inch. Dia. Rubber Washers / Gaskets For Manhole And Inspection Chamber And Opening Of Pressure Filter Vessel. 427 Providing And Fitting Of 3”X5 / 8” Nuts And Bolts. 428 Overhauling Of Backwash Unitof 5000 Pressure Vessel ( 02 No ) By Way Of Dismantling Of Unit Parts Assembling Cleaning, Oiling, Greasing, Replacement Of Any Damaged Parts, Refining Of Sub Assemblies & Installation Of Backwash Unit With Its Existing Suction & Delivery Outlet. Job Includes P / F Of Packing & Consumables. 429 Overhauling Of Air Scavanging / Blower Unit 5000 Gph Pressure Vessel ( 02 Unit ) By Way Of P / F Of Reducing Pressure Weights, Filling Of Oil, Replacement Of Pressure Valves. Job Includes Oiling, Greasing & Fitting Of Consumables. 430 Painting With Synthetic Enamel Paint Two Or More Coats Of Approved Brand And Bar Pressure Clarifier Pressure Filter Vessel, Fittings And Complete Piping After Cleaning Of Dirt By Kerosene Oil And Application Of Steel Primer Of Specific Grade.
