Empanelment Of Eligible Contractors At Provincial Level And Fixing Of Item Rates For District Kulgam ( Qazigund / Kulgam Division ) Hilly Lift Zonegroup-4 For Execution Of Jal Jeevan Mission ( Jjm ) Works- 1 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: 2 All Kinds Of Soil 3 Ordinary Rock 4 Earth Work In Bulk Excavation By Mechanical Means ( Hydraulic Excavator ) 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. 5 All Kinds Of Soil 6 Extra For Every Additional Lift Of 1.5 M Or Part There Of In Excavation / Banking Excavated Or Stacked Material. All Kinds Of Soil. 7 Laying And Fitting Of G.I. Pipes ( All Classes ) Complete Excluding Cost Of Pipes, Fittings And Earth Work. 8 65 Mm Dia. G.I. Pipes 9 50 Mmdia. G.I. Pipes 10 40 Mm Dia. G.I. Pipes 11 25 Mm Dia. G.I. Pipes 12 20 Mm Dia. G.I. Pipes 13 15 Mm Dia. G.I. Pipes 14 Providing And Fixing Ms Flanges To Gi Pipes Including Cost Of Cutting Of Threaded Portion , Flanges, Welding , Nuts , Bolts, Rubber Washer And Carriage Etc Complete Job. 15 100Mm Dia G.I Pipes 16 80Mm Dia G.I Pipes 17 65Mm Dia G.I Pipes 18 Making Connection Of G.I. Distribution Branch With G.I. Main Offollowing Sizes By Providing And Fixing Tee, Including Cutting Andthreading The Pipe Etc. Complete 19 25 To 40 Mm Nominal Bore 20 50 To 80 Mm Nominal Bore 21 Provision For Providing And Fixing Ofsluice Valvesfor Regulation Of Water Supply If Not Supplied By Deptt. Store ( To Be Paid As Per Actual ) 22 100 Mm Dia Sluice Valve 23 80 Mm Dia Sluice Valve 24 65 / 50 / 40 Mm Dia 25 Surface Dressing Of The Ground Including Removing Vegetation And In-Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Upto 50 M And Lift Upto 1.5 M In -All Kinds Of Soil. 26 Providing And Laying Of Dry Stone Solling Tightly Hand Packed On Horizontal Levels 27 Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth: With Bond Stone. 28 Random Rubble Masonry With Hard Stone In Foundation And Plinth: With Bond Stone In 1:6. 29 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: 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) 30 Providing And Laying Cement Concrete In Retaining Walls, Return Walls, Walls ( Any Thickness ) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchors Blocks, Plain Window Sills, Fillets Etc Upto Floor V Level, Including Curing But Excluding The Cost Of Centring, Shuttering And Finishing With. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) 31 Providing And Laying Cement Concrete I1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) 32 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Includingcuring But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement. All Works Upto Plinth Level. 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 33 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 Of Mix 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 34 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 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 35 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 ) 36 Brick Work With Common Burnt Clay ( Non-Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth Including Curing In : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 37 Extra For Brick Work With Common Burnt Clay Bricks / Cement Concrete Bricks In Superstructure Above Plinth Level Upto Floor Five Level 38 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above / Upto Plinth Level Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. 39 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 40 Steel Work Welded In Built Up Sections / Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required.In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works 41 Structural Steel Work In Single Section, Fixed With Or Without Connectingplate, Including Cutting, Hoisting, Fixing In Position And Applying A Primingcoat Of Approved Steel Primer All Complete. 42 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 43 Providing And Mixing Water Proofing Material In Cement Concrete Work In Doses By Weightof Cement As Per Manufacturer’S Specification. ( 1 Kg Of Water Proofing Material In 50 Kg Of Cement ) 44 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: 45 Foundations, Footings, Bases Of Columns Etc. For Mass Concrete. 46 Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses Etc. 47 Suspended Floors, Roofs, Landings, Balconies And Access Platforms 48 Edges Of Slabs And Breaks In Floors And Walls Under 20 Cm Wide. 49 Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. 50 Columns, Pillars, Piers, Abutments, Posts And Struts. 51 Arches, Domes, Vaults Upto 6 M Span 52 Extra For Shuttering In Circular Works ( 20 % Of Respective Quantity ) 53 Foundations, Footings, Bases Of Columns Etc. For Mass Concrete. 54 Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses Etc. 55 Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. 56 12Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix:1 : 3 ( 1 Cement : 3 Fine Sand ) 57 12Mm Cement Plaster Of Mix 1 : 4 ( 1 Cement : 4 Coarse Sand ) 58 6Mm Thick1:3 Mix With Floating Coat In Septic Tank 59 20Mm Cement Plaster Of Mix 1 : 4 ( 1 Cement : 4 Coarse Sand ) 60 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.Te.50Mm Thick With 20 Mm Nominal Size Stone Aggregate. 61 Providing And Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming Tois : 15622 ( Thickness To Be Specified By The Manufacturer ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. 62 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. 0.50 Mm Thick With Zinc Coating Not Less Than 275 Gram / M2 63 Providing And Fixing Plained G.I. Sheet Soffit Ceiling And Eaves Boarding Includung Cutting To Size And Shape Where Ever Required Of Ms Coloured Sheets 0.50Mm Thick 64 Providing And Fixing Plained Eaves Boarding. 65 Providing Ridges Or Hips Of Width 60Cm Overall Width Plain G.S. Sheets Fixed With Polymer Coated J. Or L Hooks, Bolts And Nuts 8Mm Dia G.I. Limpet And Bitumen Washers Complete. 0.50Mm Thick With Zinc Coating Not Less Than 275 Gram / M2. 66 Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pipe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Confirming To Is:4454 Part-1 And M.S. Top Cover Of Required Thickness For Rolling Shutters.80X1.20 Mm M.S. Laths With 1.20 Mm Thick Top Cover 67 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 ) Second Class Kail Wood 68 Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows Fixing With Butt Hinges Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. ( Note: -Butt Hinges And Necessary Screws Shall Be Paid Separately ) . First Class Kail Wood 69 Providing And Fixing Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows ( Area Of Opening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Measured ) . Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick 70 Second Class Kail Wood 71 4 Mm Thick Glass Pane ( Weighing Not Less Than 10 Kg / Sqm ) 72 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 73 Providinghoisting And Fixing Trusses / Purlins / Rafters / Posts / Post-Plates Or Like Components Including Cost Of Screws Etc. Completeist Class Popular Wood 74 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 Graded Stone Aggregate 20 Mm Nominal Size ) . 75 Providing And Applying White Cement Based Putty Of Specified Thickness, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete 1Mm Thick 76 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade On New Work ( Two Or More Coats ) Over And Including Priming Coat With Water Thinnable Cement Primer 77 Applying Priming Coats With Primer Of Approved Brand And Manufacture, Having Low Voc ( Volatile Organic Compound ) Content. With Ready Mixed Pink Or Grey Primer On Wood Work ( Hard And Soft Wood ) Having Voc Content Less Than 50 Grams / Liter 78 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade.Two Or More Coats On New Work 79 Wall Painting With Acrylic Emulsion Paint Of Approved Brand & Manufacture To Give An Even Shade To Or More Coats On New Work 80 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. 81 Provision For Misllaneous Items Like Sliding Door Bolts, Toer Bolts, Handles Of Superior Quality Etc. 82 Provision For Sanitary Fitting And Water Supply Installations Viz. Bib Cocks, Kitchen Sink As Per I.S 13983, Towel Rod, G.I. Pipes Fitting, Pvc Disposal Pipess Including Manholes, Mirror, Cistern, Commode, 50 Llt Capacity Geyser, Sink, Water Storage Tank Triple Layer 1000 Lt Capacity, Kitchen Sink , Cisternetc. Complete Job As Per The Directionof Engineer Incharge. 83 P / F Salem Stainless Stell A Isi 304 ( 18 / 8 ) Kitchen Sink As Per I.S 13983 With Ci Brackets And Stainless Steel Plug 40 Mm Including Painting Of Fittings & Brackts, Cuttinh And Making Good Walls Where Ever Required 610X510x200mm 84 P / F Water Closet Squarting Pan ( Indian Type With 100Mm Sand Cast Iron P Or S Trap, 10 Ltr Low Level Pvc Flushing Cistern Including Flushing Cistern Including Flushing Pipe And Making The Good Walls And Floors Where Ever Required ( Orrisa Pattern With Integrial Foot Type 85 Dismantling Cement Concrete Manually / Mechnically Including Disposal Of Material Within 50 Mtr Lead In 1:3:6 Mix 86 P / L Cement Concrete In 1:3:6 Mix Over Lanes / Drains For Embedment Of G I Pipes Including All Carriages 87 Provision For Cost Of Pipe Specials 88 Provision For Providing And Fixing Of Pvc Conduits Of Standard Make For Electric Fittingincluding Electric Fittingusing Wire And Other Electric Installations Of Standard Make Including Mcbs And Main Control Board And Service Wirecomplete Job ( Lighting Points = 6 No, Heating Points = 4 No. ) 89 Provision For Dismantling Of Existing Old And Damaged Pump Operator Quarter Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material As Per Deiection Of Engineer Incharge . The Dismantled Material So Retreved From The Structure Will Be The Property Of Executing Agency. ( Subject To Actual / Photographic Evidance ) 90 Provision For Dismantling Of Existing Old And Damaged Srincluding Stacking Of Serviceable Material And Disposal Of Unserviceable Material As Per Deiection Of Engineer Incharge . The Dismantled Material So Retreved From The Structure Will Be The Property Of Executing Agency. ( Subject To Actual / Photographic Evidance ) 91 P / F Pvc Pipes For Weep Holes Along Retaining Wall 92 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Includingcuring But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement. All Works Upto Plinth Level. 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) 93 Providing And Laying Damp-Proof Course 50 Mm Thick With Cement Concrete 1:2:4 ( 1Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size ) And Curing Complete 94 Pointing On Stone Work In 1:3 ( 1 Cement : 3 Fine Sand ) : Flush / Ruled 95 Providing And Fixing Electricfication , Plumbing Iron Grills Complete Job As Per The Directions Of Engineer At Site 96 Finishing Walls With Water Proofing Cement Paint Of Required Shade: Old Work ( One Or More Coats Applied @ 2.20 Kg / 10Sqm ) Over Priming Coat Of Primer Applied @ 0.80 Liters / 10Sqm Completeincluding Cost Of Priming Coat. 97 Providing And Laying Ceramic Glazed Floor Tiles 300X300 Mm ( Thickness To Be Specified By The Manufacturers ) Of 1St Quality Conforming To Is: 15622 Of Approved Make, Laid On 20 Mm Thick Bed Of Cement Mortar 1: 4 ( 1 Cement : 4 Coarse Sand ) Including Pointing The Joints With White Cement And Matching Pigment Etc., Complete.In All Colours, Shades, Except White, Ivory, Fume Red Brown 98 Providing Of Structural Steel Lidand Ladder Complete Job 99 Providing And Fixing Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations, Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing Toedges To Give High Gloss Finish Etc. Complete At All Levels: 16 Mm Thick Raj Nagar Plain White Marble / Udaipur Green Marble / Zebra Black Marble 100 Supplying & Fixing In Position 12 Mm Thick Plyboard For Sofits Etc 101 P / F Of 1Mm Thick M S Sheet Door With Frame Of 40X40x6 Mm & Diagonals Of M.S Flat 30X6mm 102 Carriage Of Material From Source To Dumping Site At Road By Mechanical Transport. Including Loading, Unloading And Stacking Complete. 103 Cement & Steel For Avg. Lead Of 15Km 104 Cement & Steel For Avg. Lead Of 20Km 105 Sand For Avg. Lead Of 35 Km 106 Sand / Agg For Avg. Lead Of40 Km 107 20Mm Aggregate For Avg. Lead Of 30 Km 108 40Mm Aggregate For Avg. Lead Of40 Km 109 40Mm Aggregate For Avg. Lead Of30 Km 110 Stone Solling For Avg Lead Of 10 Km 111 Stone Solling For Avg Lead Of15 Km 112 Bricks20 Km 113 100 / 80 / 65 / 50 / 40 / 25 / 20 Mm Dia Gipipefor Avg. Lead Of15km 114 Carriage Of Pipes Material From Road Site Upto Actual Site Of Work By Manual Labour For Avg.Lead Of :- 115 Cementavg. 200 Mtr. 116 Cement500 Mtr 117 Steel 200 Mtr 118 Steel 500 Mtr 119 Sand And 20Mm Aggregate200 Mtr 120 Sand And 20Mm Aggregate500 Mtr 121 40Mm Aggregate200 Mtr 122 40Mm Aggregate500 Mtr 123 Stone Solling200 Mtr 124 Quarrystone500 Mtr 125 Bricks 126 Bricks500 Mtr 127 80 / 65 / 50 / 40 / 25 / 20 / Mm Dia Gipipe 128 Supply, Installation, Testing & Commissioning Of Submersible Pumping Unitas Per Is 8034 With Following Specification Are As Under :Pump : Speed= 2900 Rpmtype Of Pump = Mixed Flow.Type Of Fluid To Be Handled=Clear Watermotor:-Method Ofstarting = Star – Deltaspeed = 3000 ( Sync ) .Frequency= 50 ± 3 % Hz Working Voltage= 380-415 ± 15% V, 03 Phaseefficiency = Not Less Than 90%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. Detailed Specifications As Per Cluase 1 Sbdthe Mainspecicifications Of Pumping Unit Are Given Below: 129 Motor Rating 12.5 Hp 130 Motor Rating 15 Hp 131 Motor Rating 25 Hp 132 Fabrication, Providing, Fitting And Lowering Of 65 / 80 / 100 Mm Diameter B Class ( Heavy Class ) Column Pipe Conforming To Is: 1239 Of Length 10 Rft Into The 200 / 250 / 300 Mm Casing Dia. Production Well Up To The Desired Depth ; The Job Includes Providing And Welding Of Flanges Conforming Tois: 6392, Table-5 And Pn 16 To These Pipes And Welding Of Flanges In Two Layers To Make The Flanged Joint Strong And Leak Proof. The Pipe Of 10 Ft Length Is To Be Weld On Both Sides With Flanges Using Welding Rod Of Reputed Make. The Job Includes All Types Of Skilled Labours, Arrangement Of Power Supply / Diesel Generator Set Etc Required For The Job Including P / F Of Suitable Size Nuts Bolts And R.I Gasket In The Flanged Joints Of Column Pipes. The Job Further Includes Cutting Of 2 No. Rectangular Cable Slots In Each Flange. 133 Size: Dn 65Class: B ( Medium ) 134 Size : Dn 80Class: B ( Medium ) 135 Providing / Supplying And Fitting Ofg.I Flanged Rising Main At Site. The Pipe Shall Be Hot Dip Galvanized, Class-B / C Confirming To Is 1239. The Job Includes Providing And Fitting Of M.S Flanges Conforming To Bis 6392 / 1997 Table 17 ( Rating Pn16 ) .S. The Rising Main Is To Be Laid As Per The Instructions Of The Engineer In Charge And Site Requirement And Details As Per Cluase 8 Of Sbd 136 Size : Dn80class: B ( Medium ) 137 Size : Dn80class: C ( Heavy ) 138 Size : Dn100class: C ( Heavy ) 139 Earth Work In Excavation By 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. 140 All Kinds Of Soil 01 Meter From Cutting Edge 141 Filling Available Excavated Earth In Trenches, Plinth, Sides Of Foundation Etc.In Layers Not Exceeding 20 Cm In Depth , Consolidating Each Deposited Layer By Reaming And Watering , Lead Upto 50 M And Lift Upto 1.5M. 142 Extra For Every Additional Lift Of 1.5 M Or Part Thereof In Excavation / Banking Excavated Or Stacked Materialin All Kinds Of Soil 143 Providing And Laying Of Stone Soling Including Manual Compaction 144 Centering And Shuttering Including Strutting , Propping Etc. And Removal Of Form Work For Foundation , Footings , Bases For Columns 145 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 Mix ( 1 Cement , 2 Coarse Sand , 4 Graded Stone Aggregate 20Mm Nominal Size ) 146 12 Mm Thick Cement Plaster Of Mix 1:4 ( 1 Cement , 4 Fine Sand ) 147 Fabrication, Providing And Fitting Of Split Type Ms Clamps10 Mm Thick, 2 Ft Long And 3 Inch Wide For Lowering And Holding Of Pumping Unit Fitted. The Job Includes The Cost Of Required Size Of Nuts And Bolts. 148 Size: 65 / 80Mm 149 Fabrication , Providing And Fitting Of90-120 Degree Long Bend To Be Fabricated Out Ofg.I Pipe And 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.Specifications As Per Clause 15 Of Sbd 150 Size:Dn 80Class: C 151 Size:Dn 100Class: C 152 Providing And Fitting Of 300Mm In Length 80 / 100-65 Mm Dia Gi Reducer Bend Flanged On Both Sides, Flange Conforming To Table-17 ( Pn16 ) To Be Fitted With The Column Pipe / Delivery Manifold Of Submersible Pumping Unit To Join Rising-Main And Column Pipe / Delivery Manifold. The Flange Welding Shall Be Carried Out In Double Layers Using Reputed Make Electrodes From Inside And Outside Of Pipe To Form Strong Welding Joint. 153 Size:Dn 80Class: C 154 Size:Dn 100Class: C 155 Fabrication, Providing And Fitting Of Washout Tee With Arm Length 1.2 Feet Each. The Tee Shall Be Fabricated Out Of G.I Pipe With M.S Flanges Conforming To Bis 6392 / 1997 Table 17 ( Rating Pn16 ) Fastened With Weld Joints On Three Ends. 156 Size: 80Mmclass: C Class 157 Size: 100 Mmclass: C Class 158 Providing And Fitting Of, Ductile Iron Double Flanged, Non-Rising Spindle Soft Seatedglandless Gate / Sluice Valves As Per Is14846 For Regulating The Water Supply Outside The Pumping Units .Manufacture Test Certificate To Be Appended. Rest Ofspecification As Per Cluase 12Of Technical Anexure Of Sbd 159 Size 80 Mmpn1.6 160 Size100 Mmpn1.6 161 Providing And Fitting Ofductile Iron Double Flanged, Slanted Seatswing Check Valve ( Nrv ) As Per Is 5312. Size 80 Mm Pn 1.6Manufacture Test Certificate To Be Appended. Rest Ofspecification As Per Cluase 13Of Technical Anexure Of Sbd 162 Size: 80Mmpn: 1.6 / 16 163 Size: 100Mmpn: 1.6 / 16 164 Fabrication Of Gravel Hooper For Proper Feeding Of Gravels To The Borewell Andplatform To Bear The Load Of Pumping Unit, Column Pipes Etc By Way Of Providing And Fitting Of Steel Work Welded In Built Up Sections / Framed Work , Including Cutting , Hoisting , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required. The Job Involves Following Steel Details: 165 In Stringers , Treads , Landings Etc Of Stair Cases Including Use Of Chequered Plate Wherever Required , All Complete 166 In Grating , Frames , Guard Bar , Ladder , Railings, Brackets, Gates And Similar Works 167 Providing And Fitting Ofm.S 4 Inch Hinges -6 No And M.S Handle Heavy -8No., Anchor Bolts With Nuts ( M16 ) Of 0.3 M Long= 04 No. Metallic Strip ( 350Mm×50Mm×3Mm ) = 02 No. 168 Fabrication Of Gantry Mechanism / Cgi Shed / Angle Iron Bed 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. 169 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 170 Providing, Installation Andtestingof Manual Type Triple Spur Gearchain Pulley Block Along With Monorail Gearedtravelling Trolleyhaving Following Features :Make= Reputed Make No. Of Load Chain Falls = 2 Or Abovemin. Height Of Lift = 6 M Manufacture Test Certificate To Be Appended. Rest Ofspecification As Per Cluase 24Of Technical Anexure Of Sbd 171 Capacity =2Ton 172 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 Per Technical Specification Mentioned In Sbd 173 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 Mentioned In Technical Specification In Sbd:- 174 Providing, Fitting, Testing And Commissioning Ofvoltage Stabilizeras Per Specifications Below: Type Of Voltage Controller: Manually Operated Copper Wound, 3-Phase, Ac Power Supplyrest Technincal Specification As Per Cluase 45 Of Sb 175 Rating:30Kva 176 Rating:50Kva 177 Design , Supply , Installation , Testing And Commissioning Of Automatic Power Factor Correctionpanel For Improvement Of Power Factor As Per Details Given Below:Input Voltage =300 -460 Vfrequency=50± 5 % Hz.G Sheet , Powder Coatedcapacitor Mccb Main Protection= 400 Atnp, 50 Ka, L& T ( 1 No. ) Mccb ( Individual Protection Of Capacitors ) =100 A, 50 Katp= 3 Manufacture Test Certificate To Be Appended. Rest Ofspecification As Per Cluase 46Of Technical Anexure Of Sbd 178 Suitable For 7.5- 15 Hp 179 Providing And Fitting Of 3-Core Flatsubmersible 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. 180 Size: 10Sq.Mm 181 Size: 16Sq.Mm 182 Providing And Fitting Of 3.5 Core, Xlpe Armoured Aluminium Cable Conforming To Is: 7089 Part 1St As Service Line From The Ht Transformer / Dg Set To Control Panel Including Necessary Thimbling, Crimping, Taping Etc.Note:- The Cable Terminal Ends For Connection To Switchgear At Various Requisite Points Shall Be Al. Thimbles Of Appropriate Size And Connected By Hydraulic Crimp Tool Only. 183 50Sqmm, 3.5 Core Lt 1.1 Kv 184 Single Core Pvc Insulated 16 Sqmm 185 P / I Of Earthing Station For 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.Safe Earthing Electrode Size:80 Mm Dia , Length:2000 Mmback Fill Compound :30 Kg 186 Supply, Installation Of 6 Kg Co2 Type Fire Extinguisher Manufactured As Per Is:15683 Of 2006 With Is Mark And Comply With Dgms ( Approval ) . Rest Technical Specification As Per Cluase 50 Of Sbd 187 Illumination Of Premises: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.1 ) 3 Way Terminal Connector 20 Amp.2 ) 3 No Mcb 8 Amp. Rest Technical Specification As Per Cluase 51 Of Sbd 188 Providing Laying And Connection Of 2Cx10 Mm² Xlpe Aluminum Armored Cable From The Connector Of High Mast Pole To The Stabilizer. The Job Includes Underground Laying Or Overhanging As Per Requirement And Directions Of The Site In-Charge. 189 Providing, Installation, Testing And Commissioning Of Area Lighting 120 Watt Led ( Street Light Type ) On Top Of Octagonal Pole . Rest Technical Specification As Per Cluase 52 Of Sbd 190 Providing, Installation And Testing Of 2Kva Fully Automatic Voltage Stabilizer With Input Voltage 70-240 V And Output 220 V. The Stabilizer Shall Be Installed And Connected To The Electric Circuit As Per Location Provided By Site Incharge. 191 Supply, Installation, Testing & Commissioning Of 1000Va Full Sine Wave Power Inverter ( Make: Microtek / Luminous ) Including Providing / Installation Of 12V, 180Ah Tubular Inverter Battery With Trolley And Cover. ( Make: Amaron / Exide ) With 2-Core 6Mm2 Cu Wiring As Per Site Requirement Along With Other Accessories Like Ss-Combine ( 02 No’S ) , 3-Pin Plugs Etc Of Reputed Make For Proper Fitment And Installation Of The Item. 192 Supply, Installation, Testing & Commissioning Of 850Va Full Sine Wave Power Inverter ( Make: Microtek / Luminous ) 193 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: Composition: Rubber ( Synthetic Mats For Electrical Purpose ) Thickness: - 2.5Mm Size: - 1M Wide.The Rubber Mats Shall Be Accepted With Manufacturers Test Certificate. 194 Tool Kit For Maintenance: -The Tool Kit For Maintenance Shall Comprise All The Items As Per Cluase 57Of Technical Anexure Of Sbd With Laid Down Specifications. 195 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 196 Providing Of Good Qualityconvence And Utility Items. Technical Specification And Item Details Are As Per Cluase 58 Of Sbd. 197 Providing Of Solar / Electrical Lantern Chargeable On Both Solar & Electrical 220V Supply. 198 Providing Of Bamboo Ladders 18 Feet Long Along With 15 / 18 Feet Long Link Rods And Ht Glove Pair ( 01 No Each ) 199 Providing Of 1 Kw Heat Convector For Operators For Winter Season. 200 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. Size:6’×1’6” 201 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. Size: 4’×6’ Out Ms Angle Of 40X 40X 5Of 36 Rft And Ms Sheet Of 1 Mmthicktotal Weight Of50.16 Kgs 202 Providing Ridges Or Hips Of Width 60 Cm Overall With Plain G.S Sheets Fixed With Polymer Coated J- Or L- Hooks , Bolts And Nuts 8 Mm Dia. G.I Limpet And Bitumen Washers Complete 0.63 Mm Thick With Zinc Coating Not Less Than 275 Gram / Sq.M 203 Providing, Installation, Testing & Commissioning Of 415 ±10%V ( Output ) , 3 Phase Diesel Generator Set As Per Is 8528 ( 2018 ) And Iso 3046 ( 2002 ) For Engine And Iec / Is 60034-1 For Alternator Suitably Assembled And Fitted In A Pollution Free Acoustic Enclosure / Canopy Of Required Size As Per Ministry Of Environment Protection Rule 1986 Read With Latest Amendments.Manufacturers Certificate To Be Apended And Rest Of Technical Specification As Per Cluase 67 Of Sbd 204 Rating: 25Kva , Air Cooled. 205 Rating: 30Kva , Air Cooled. 206 Rating: 40 Kva , Air Cooled. 207 Rating: 45 Kva , Air Cooled. 208 Fabrication Ofcgi Angle Iron Shed And Bed 209 Drilling / .Boring Of Pilot Bore Hole: The Job Includes Drilling / Boring Of A Pilot Hole In All Types Of Strata Of Soil I.E. Hard Rock / Soft / Loose Boulders Etc Upto A Depth Of Max 150 Metres. The Job Shall Have To Be Taken Up Strictly In Accordance With The Hydro-Geological Survey And Repogtis To Be Appended Beforethe Start Of Thework. The Collection Of Water Samples / Soil Samples At The Requisite Depth, Shall Have To Be Collected By Available Means In The Best Possible Manner, As Per Site Requirements. The Soil Samples Need To Be Deposited In The Divisional Office For Future Reference. Specificationsa ) Dia Of Pilot Hole >= 125 Mm B ) Depth Of Pilot Hole <= 140 Mtrs Max. 210 After Successful Completion Of The Pilot Bore And Positive ( Within Limits ) Water Supply Test Report, The Job Is To Be Continued For Construction Of A Full-Fledged Production Tube Well At The Same Spot By Way Of The Reaming / Odex Method ( In Case Of Hard Rock Strata If Encountered: To Be Decided By The Hydro-Geologist In Consultation With The Departmental Experts ) To Be Desired Dia / Size. Broad Technical Specification Production Well By And As Required By The Drilling Procedure. A ) Dia Of Production Tube Well >= 500 / 550 Mm B ) Depth Of Production Well <= 120 Mtrs ( May Increase Or Decrease As Per The Site Conditionsand Hydro-Geological Reports. Browserin Case No Case The Depth Shall Be Allowed Beyound 150 Meters Depthmethod Type Of Drilling / Technique I ) By Dcm / Rcm Ii ) By Odex Method.The Construction Of Production Tubewell, Casing Design And The No. Of Screen.Slottedpipes Or Length Of Each Screen And Positioning Thereof Shall Be The Full Responsibility Of Firm / Agency Which Should Be Strictly As Per The Hydro-Geologist;S Report Framedin Consultation With The Departmental Expert / Engineer 211 Lowering And Fittingof Heavy Duty M.S. Casing Pipe Erw / Few As Per Relevant Is Codes. The Jigs And Fixtures For Lowering The Casing Pipe Are To Be Provided By The Firm. Providing & Fitting Of Bail Flug / Bottom Flugof Required Dia As Per The Relevant Is Codes, At The Bottom Of The Pipes Assly Of The Well. The Pipe Is To Be Provided By The Department 212 Providing And Shrouding Of Pea Gravel As Per Is : 4097 -1967Of Assorted Size Around Annular Space Between The Casing Pipe And The Well Surface Has To Be Filled With A Gravel Packto Act As A Filter Medium ( Quantity Shall Be Subject To The Actualmeasurements At Site ) 213 Developmentof The Well Should Be Strictly Be Done In Accordance To Is :1189-1985. The Job Includes Charges On Accounts Of Complete Development Of The Well After The Completion Of Drilling / Boring And Lowering Of M.S Casing Pipe And Filling Of Pea Gravelif Required ( In Case Of Artifical Gravel Pack ) . The Compressor Used Should Have Pressure Ratings Of 1100 Pso With A Delivery Of 300 Cfm. The Job Include Cleaning And Stabilization Of The Well By Inserting High Compressed Air Pressure To Remove The Suspended / Stick Loose Material From The Casing And In The Well Bore Surface. Development Of Well By Compressor = 04 Hrs / Mtr Of Screen. The Development Has To Be Carried In Presence Of In Charge Site Engineer And As Per The Expert Advice Of Consultant Hygro-Geologist If Needed. Yield Test:- The Job Shall Also Include For Carryingout Yieldtest Of The Well By The Submersiblepumping Unit Desired Capacity To Be Decided By The In Charge Engineer. All Other JobS Which Have Not Been Been Specifically Specified In The Works Shall Have To Be Included As Required And In Accordance With Relevant Isbis Codes. The Grouting & Sealing Of The Tube Well Needs To Be Done To Ensure Safe Sanitary. An Apron Aroundthewell ( Mix Shall Be M10 Grade ) & Slopping Away From It To Protect The Well From Pollution Has To Be Constructed To Prevent Contaminated Water Flowing Back Into It. The Casing Pipe Is To Be Anchored Within The Apron By Welding Ismc-190 Stell Bracing With Crates & Sufficientwelding Area2 Mtslength Each Bracing Embedded Within The Apron ( 4 Bracing ) . The Complete Well Thus Is To Be Handed Over To The Territorial Mechanical Division For Harnessing. Technical Specifications . Minimum Run For Compressor ......... 04 Hrs / Mtr Of Screen Yield Test For Water ( Till Desired Results ) ..... Min 30 Hrs. I Apron Size = 2.5 Mtr X 2.5 Mtrii. Apron Depth At Skirt = 300 Mm. Iii Apron Depth At Well Casing = 350 Mm
