Tender For Jal Jeevan Mission - Full Coverage To Ozhurgrama Panchayath Inmalappuram District

Sharing tender

Tender For Jal Jeevan Mission - Full Coverage To Ozhurgrama Panchayath Inmalappuram District-2 Supply Of Di K9 Pipe Conforming To Is 8329 / 2000, 300Mm Dia. 3 Supply Of Di K9 Pipe Conforming To Is 8329 / 2000, 250Mm Dia. 4 Supply Of Upvc Pipe, Is 4985: 2000 , 10Kg / Cm2, 200Mm Dia. 5 Supply Of Upvc Pipe, Is 4985: 2000 , 6Kg / Cm2, 160Mm Dia. 6 Supply Of Upvc Pipe, Is 4985: 2000 , 6Kg / Cm2, 140Mm Dia. 7 Supply Of Upvc Pipe, Is 4985: 2000 , 10Kg / Cm2, 140Mm Dia. 8 Supply Of Upvc Pipe, Is 4985: 2000 , 8Kg / Cm2, 110Mm Dia. 9 Supply Of Upvc Pipe, Is 4985: 2000 , 10Kg / Cm2, 110Mm Dia. 10 Supply Of Upvc Pipe, Is 4985: 2000 , 6Kg / Cm2, 90Mm Dia 11 Supply Of Upvc Pipe, Is 4985: 2000 , 8Kg / Cm2, 90Mm Dia 12 Supply Of Upvc Pipe, Is 4985: 2000 , 6Kg / Cm2, 75Mm Dia.. 13 Supply Of Upvc Pipe, Is 4985: 2000 , 8Kg / Cm2, 75Mm Dia. 14 Supply Of Upvc Pipe, Is 4985: 2000 , 10Kg / Cm2, 75Mm Dia. 15 Supply Of Upvc Pipe, Is 4985: 2000 , 6Kg / Cm2, 63Mm Dia.. 16 Supply Of Upvc Pipe, Is 4985: 2000 , 8Kg / Cm2, 63Mm Dia. 17 Supply Of Upvc Pipe, Is 4985: 2000 , 10Kg / Cm2, 63Mm Dia. 18 Supply Of Upvc Pipe, Is 4985: 2000 , 10Kg / Cm2, 50Mm Dia. 19 Supply Of Upvc Pipe, Is 4985: 2000 , 10Kg / Cm2, 40Mm Dia. 20 Supply Of Upvc Pipe, Is 4985: 2000 , 10Kg / Cm2, 32Mm Dia. 21 Supply Of Upvc Pipe, Is 4985: 2000 , 10Kg / Cm2, 25Mm. 22 Supply Of Upvc Pipe, Is 4985: 2000 , 8Kg / Cm2, 180Mm Dia. 23 Supply Of Upvc Pipe, Is 4985: 2000 , 10 Kg / Cm2, 90Mm Dia 24 Supply Of Upvc Pipe, Is 4985: 2000 , 8Kg / Cm2, 40Mm Dia 25 Supply Of Gi Pipe 100 Mm Dia 26 Supply Of Gi Pipe 125 Mm Dia 27 Conveying & Laying Of Pipes ( Di&Pvc Pipes ) 28 Conveying And Laying S&S Centrifugally Cast ( Spun ) / Ductile Iron Pipes Conforming To Is: 8329 Excluding Cost Of Pipes And Specials : 300 Mm Dia Ductile Iron Class K-9 Pipes 29 Conveying And Laying S&S Centrifugally Cast ( Spun ) / Ductile Iron Pipes Conforming To Is: 8329 Excluding Cost Of Pipes And Specials : 250 Mm Dia Ductile Iron Class K-9 Pipes 30 Laying Upvc Pipes Of Class 2 To Class 6 And Specials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipe Line To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipe Line With Water To The Required Test Pressure ( Including Cost And Laying Charges Of Specials Of Same Class As That Of Pipe ) .200 Mm Nominal Outer Dia Pipes. 31 Laying Upvc Pipes Of Class 2 To Class 6 And Specials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipe Line To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipe Line With Water To The Required Test Pressure ( Including Cost And Laying Charges Of Specials Of Same Class As That Of Pipe ) .180 Mm Nominal Outer Dia Pipes. 32 Laying Upvc Pipes Of Class 2 To Class 6 And Specials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipe Line To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipe Line With Water To The Required Test Pressure ( Including Cost And Laying Charges Of Specials Of Same Class As That Of Pipe ) . 160 Mm Nominal Outer Dia Pipes 33 Laying Upvc Pipes Of Class 2 To Class 6 And Specials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipe Line To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipe Line With Water To The Required Test Pressure ( Including Cost And Laying Charges Of Specials Of Same Class As That Of Pipe ) .140 Mm Nominal Outer Dia Pipes. 34 Laying Upvc Pipes Of Class 2 To Class 6 And Specials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipe Line To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipe Line With Water To The Required Test Pressure ( Including Cost And Laying Charges Of Specials Of Same Class As That Of Pipe ) .110 Mm Nominal Outer Dia Pipes. 35 Laying Upvc Pipes Of Class 2 To Class 6 And Specials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipe Line To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipe Line With Water To The Required Test Pressure ( Including Cost And Laying Charges Of Specials Of Same Class As That Of Pipe ) .90 Mm Nominal Outer Dia Pipes. 36 Laying Upvc Pipes Of Class 2 To Class 6 And Specials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipe Line To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipe Line With Water To The Required Test Pressure ( Including Cost And Laying Charges Of Specials Of Same Class As That Of Pipe ) .75 Mm Nominal Outer Dia Pipes. 37 Laying Upvc Pipes Of Class 2 To Class 6 And Specials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipe Line To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipe Line With Water To The Required Test Pressure ( Including Cost And Laying Charges Of Specials Of Same Class As That Of Pipe ) .63 Mm Nominal Outer Dia Pipe 38 Laying Upvc Pipes Of Class 2 To Class 6 And Specials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipe Line To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipe Line With Water To The Required Test Pressure ( Including Cost And Laying Charges Of Specials Of Same Class As That Of Pipe ) .50 Mm Nominal Outer Dia Pipes 39 Laying Upvc Pipes Of Class 2 To Class 6 And Specials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipe Line To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipe Line With Water To The Required Test Pressure ( Including Cost And Laying Charges Of Specials Of Same Class As That Of Pipe ) .40 Mm Nominal Outer Dia Pipes 40 Laying Upvc Pipes Of Class 2 To Class 6 And Specials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipe Line To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipe Line With Water To The Required Test Pressure ( Including Cost And Laying Charges Of Specials Of Same Class As That Of Pipe ) .32 Mm Nominal Outer Dia Pipe 41 Laying Upvc Pipes Of Class 2 To Class 6 And Specials, Lowering To The Trenches Already Made, Placing In Position Aligning The Pipe Line To The Lines And Levels And Jointing The Pipes And Specials With Solvent Cement And Testing The Pipe Line With Water To The Required Test Pressure ( Including Cost And Laying Charges Of Specials Of Same Class As That Of Pipe ) .25 Mm Nominal Outer Dia Pipe 42 Providing And Laying D.I Specials Of Class K - 12 Suitable For Mechanical Jointing As Per Is : 9523 : Upto 600 Mm Dia 43 Earth Work Excavation 44 Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M :All Kinds Of Soil 45 Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Exceeding 1.5M But Not Exceeding 3 M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M : 1.50M To 3.0M.Ordinary Rock. 46 Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidatingeach Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M : Hard Rock ( Blasting Prohibited ) 47 Excavation Work By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 M2 On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Up To 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soils As Directed, Within A Lead Of 50 M.Medium Rock ( Blasting Prohibited ) New Data Derived From Item No.2.9.3 48 Supply Of Valves 49 Supply Of Ci Double Flanged Sluice Valve Conforming To Is 14846 - 2000, Sluice Valve With Cap Pn 1.6, Size 300Mm 50 Supply Of Ci Double Flanged Sluice Valve Conforming To Is 14846 - 2000, Sluice Valve With Cap Pn 1.6, Size 250Mm 51 Supply Of Ci Double Flanged Sluice Valve Conforming To Is 14846 - 2000, Sluice Valve With Cap Pn 1.6, Size 200Mm 52 Supply Of Ci Double Flanged Sluice Valve Conforming To Is 14846 - 2000, Sluice Valve With Cap Pn 1.6, Size 150Mm 53 Supply Of Ci Double Flanged Sluice Valve Conforming To Is 14846 - 2000, Sluice Valve With Cap Pn 1.6, Size 125Mm 54 Supply Of Ci Double Flanged Sluice Valve Conforming To Is 14846 - 2000, Sluice Valve With Cap Pn 1.6, Size 100Mm 55 Supply Of Ci Double Flanged Sluice Valve Conforming To Is 14846 - 2000, Sluice Valve With Cap Pn 1.6, Size 80Mm 56 Supply Of Ci Air Valve, Conforming To Is 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25Mm 57 Supply Of Ci Air Valve, Conforming To Is 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40Mm 58 Supply Of Ci Air Valve, Conforming To Is 14848 - 2000, Single Orifice, Large Orifice Type S2, Size 50Mm 59 Conveying And Laying Of Valves 60 Conveying And Fixing C.I. Sluice Valves ( With Cap ) By Providing Complete With Bolts, Nuts, Rubber Insertions Etc. Excluding The Cost Of Valve ( The Tail Pieces If Required Will Be Paid Separately ) : 300 Mm Diameter. Class I 61 Conveying And Fixing C.I. Sluice Valves ( With Cap ) By Providing Complete With Bolts, Nuts, Rubber Insertions Etc. Excluding The Cost Of Valve ( The Tail Pieces If Required Will Be Paid Separately ) : 250 Mm Diameter. Class I 62 Conveying And Fixing C.I. Sluice Valves ( With Cap ) By Providing Complete With Bolts, Nuts, Rubber Insertions Etc. Excluding The Cost Of Valve ( The Tail Pieces If Required Will Be Paid Separately ) : 200 Mm Diameter. Class I 63 Conveying And Fixing C.I. Sluice Valves ( With Cap ) By Providing Complete With Bolts, Nuts, Rubber Insertions Etc. Excluding The Cost Of Valve ( The Tail Pieces If Required Will Be Paid Separately ) : 150 Mm Diameter. Class I 64 Conveying And Fixing C.I. Sluice Valves ( With Cap ) By Providing Complete With Bolts, Nuts, Rubber Insertions Etc. Excluding The Cost Of Valve ( The Tail Pieces If Required Will Be Paid Separately ) : 125 Mm Diameter. Class I 65 Conveying And Fixing C.I. Sluice Valves ( With Cap ) By Providing Complete With Bolts, Nuts, Rubber Insertions Etc. Excluding The Cost Of Valve ( The Tail Pieces If Required Will Be Paid Separately ) : 100 Mm Diameter. Class I 66 Conveying And Fixing C.I. Sluice Valves ( With Cap ) By Providing Complete With Bolts, Nuts, Rubber Insertions Etc. Excluding The Cost Of Valve ( The Tail Pieces If Required Will Be Paid Separately ) : 80 Mm Diameter. Class I 67 Conveying And Fixing C I Single Acting Air Valve Of Approved Quality With Bolts, Nuts, Rubber Insertions Etc . Excluding The Cost Of Air Valve ( The Tail Pieces If Required Will Be Paid Seperately ) : 25 Mm Single Acting Air Valve 68 Conveying And Fixing C I Single Acting Air Valve Of Approved Quality With Bolts, Nuts, Rubber Insertions Etc . Excluding The Cost Of Air Valve ( The Tail Pieces If Required Will Be Paid Seperately ) : 40 Mm Single Acting Air Valve 69 Conveying And Fixing C I Single Acting Air Valve Of Approved Quality With Bolts, Nuts, Rubber Insertions Etc . Excluding The Cost Of Air Valve ( The Tail Pieces If Required Will Be Paid Seperately ) : 50 Mm Double Acting Air Valve 70 House Connections 71 Providing 15Mm ( 1 / 2 Inch ) House Connection With 15Mm ( 1 / 2 Inch ) Water Meter From Existing Pvc / Hdpe Mains Up To 110 Mm Dia., Up To A Length Of 5 M Using 20Mm Indian Standard Class 6 Upvc Pipe And Upvc / Gm / Brass Specials Viz. Brass Ferrule, Gm Full Way Wheel Valve, Elbow, Mta, Fta, Couplers, Pvc Service Saddle Of Suitable Size Etc. And Connecting With The Mains, Testing The Joints Etc. Complete Including Trenching And Refilling In All Kinds Of Soil Up To A Depth Of 1.50M For Main Line Tracing And Trench Of Average Cross Section 0.3M X 0.75M For Laying Connection Pipe And Service Pipe, Fixing Water Meter, Lighting, Watching, Providing Caution Boards, Traffic Control Etc. Complete Including Cost Of Materials, Hire For Tools, Cost Of Consumables And Labour Charges, Including The Cost Of Tested Class B Multijet Water Meter With Isi Mark And Weather Resistant Pp / Pe Meter Box Of Minimum Size 300Mm X 200Mm X 150Mm, But Excluding Charges For Cutting The Concrete / Tarred / Bituminous Roads Etc, And As Per The Direction Of The Departmental Officers 72 Providing 20Mm ( 1 / 2 Inch ) Pvc Air Valve In The Water Meter Assembly For 15Mm Connection, Using 20Mm Indian Standard Class 6 Upvc Pipes And Specials Including Cost Of Materials, Consumables, Hire For Tools And Labour Charges Etc. Complete And As Per The Directions Of The Department Officers. 73 Providing 15Mm Pvc Tap In The Water Meter Assembly For 15Mm Connection, Using 20Mm Indian Standard Class 6 Upvc Pipes And Specials Including Cost Of Materials, Consumables, Hire Charges For Tools And Labour Charges Etc. Complete And As Per The Direction Of Departmental Officers. 74 Supply And Fixing Of Upvc Pipe, Is 4985: 2000 , 6Kg / Cm2 63 Mm Dia As Stand Post In House Connections With End Cap, Fixed Firmly 75 Providing And Laying In Position Cement Concrete Of Specified Grade Including The Cost Of Centering And Shuttering - All Work Up To Plinth Level: 1:2:4 ) 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) -:For Platform And Anchor Block 76 Construction Of Valve Chamber 77 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Disposal Of Excavated Earth, Lead Up To 50 M And Lift Up To 1.5 M, Disposed Earth To Be Levelled And Neatly Dressed.All Kinds Of Soil 78 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Disposal Of Excavated Earth, Lead Up To 50 M And Lift Up To 1.5 M, Disposed Earth To Be Levelled And Neatly Dressed.Ordinary Rock 79 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level: 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Nominal Size ) 80 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level: 1:2:4 ) 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 40 Mm Nominal Size ) 81 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level:1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) 82 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs, Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Up To Floor Five Level Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, With1:1.5:3 ( 1 Cement : 1.5 Coarse Sand ( Zone Iii ) : 3 Graded Stone Aggregate 20 Mm Nominal Siz 83 12 Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix: 1:4 ( 1 Cement : 4 Fine Sand ) 84 Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Levelmild Steel And Medium Tensile Steel Bars 85 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For: Walls ( Any Thickness ) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. 86 Road Restoration Charge 87 Cutting The Bituminous / Concrete Roads With Cutting Machine For A Minimum Depth Of 200Mm Along The Sides Of Proposed Alignment Of The Pipe To Be Laid Without Causing Any Damage To Other Utilities, Including The Charges For Hire And Conveyance Of Tools And Plant, Cost Of Consumables And Charges For Lighting, Watching, Ribbon Fencing, Caution Boards, Traffice Diversion, And As Per The Direction Of Departmental Officers Etc. Complete, Before Carrying Out The Demolition Of Bituminous / Concrete Road By Mechanical Means And Carrying Out The Excavation 88 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Nominal Size ) For Gp Road Restoration 89 Laying Of Gi Pipes 90 Conveying And Fixing G.I. Pipes ( Medium ) Complete With G.I. Fittings Including Trenching And Refilling Etc. But Excluding Cost Of Pipes And Fittings - External Work.100Mm Dia Nominal Bore 91 Conveying And Fixing G.I. Pipes ( Medium ) Complete With G.I. Fittings Including Trenching And Refilling Etc. But Excluding Cost Of Pipes And Fittings - External Work.125 Mm Dia Nominal Bore 92 Providing And Fixing G.I. Pipes ( Medium ) Complete With G.I Fittings Including Trenching And Refilling Etc. External Work20 Mm Dia Nominal Bore 93 Providing And Fixing G.I. Pipes ( Medium ) Complete With G.I Fittings Including Trenching And Refilling Etc. External Work25 Mm Dia Nominal Bore 94 Providing And Fixing G.I. Pipes ( Medium ) Complete With G.I Fittings Including Trenching And Refilling Etc. External Work32 Mm Dia Nominal Bore 95 Providing And Fixing G.I. Pipes ( Medium ) Complete With G.I Fittings Including Trenching And Refilling Etc. External Work40 Mm Dia Nominal Bore 96 Providing And Fixing G.I. Pipes ( Medium ) Complete With G.I Fittings Including Trenching And Refilling Etc. External Work50 Mm Dia Nominal Bore 97 Providing And Fixing G.I. Pipes ( Medium ) Complete With G.I Fittings Including Trenching And Refilling Etc. External Work65 Mm Dia Nominal Bore 98 Providing And Fixing G.I. Pipes ( Medium ) Complete With G.I Fittings Including Trenching And Refilling Etc. External Work80 Mm Dia Nominal Bore 99 Design, Erecting, Construction Of Ohsr 6 Lakhs Ltr Capacity With Sump And With Required Pumpset For Velachall 100 Clearing Grass And Removal Of The Rubbish Up To A Distance Of 50 M Outside The Periphery Of The Area Cleared. 101 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Disposal Of Excavated Earth, Lead Up To 50 M And Lift Up To 1.5 M, Disposed Earth To Be Levelled And Neatly Dressed.All Kinds Of Soil 102 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Nominal Size ) 103 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 - In-Charge. Note:- Cement Content Considered In This Item Is @ 330 Kg / Cum. Excess Or Less Cement Used As Per Design Mix Is Payable Or Recoverable Separately.All Work Upto Plinth Level 104 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 - In-Charge. Note:- Cement Content Considered In This Item Is @ 330 Kg / Cum. Excess Or Less Cement Used As Per Design Mix Is Payable Or Recoverable Separately.All Work Above Plinth Level Upto Floor V Level 105 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Foundations, Footings, Bases Of Columns, Etc For Mass Concrete 106 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Walls ( Any Thickness ) Including Attached Pilasters Etc. 107 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Suspended Floors, Roofs, Landings, Balconies And Access Platform 108 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Lintels, Beams, Plinth Beams, Girders Bressumers And Cantilevers 109 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Columns, Pillars, Piers, Abutments, Posts 110 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Stairs, ( Excluding Landings ) Except Spiral - Staircases ) 111 12 Mm Cement Plaster Of Mix:1:4 ( 1 Cement : 4 Coarse Sand ) 112 12 Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix:1:3 ( 1 Cement : 3 Fine Sand ) 113 Finishing Walls With Water Proofing Cement Paint Of Required Shade:New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) 114 Painting With Silicon & Acrylic Emulsion Based Water Thinnable Sealer Of Approved Brand And Manufacture On Wet Or Patchy Portion Of Plastered Surfaces:One Coat 115 Lettering With Black Japan Pint Of Approved Brand And Manufacture 116 Providing And Fixing Hand Rail Of Approved Size By Welding Etc. To Steel Ladder Railing, Balcony Railing, Staircase Railing And Similar Works, Including Applying Priming Coat Of Approves Steel Primer.G.I. Pipe 117 Providing And Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Is :15622 ( Thickness To Be Specified By The Manufacturer ) Of Approved Make In Allcolours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approvedby Engineer-In-Charge In Skirting, Risers Of Steps And Dados Over 12 Mm Thickbed Of Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Jointing With Grey Cementslurry @ 3.3Kg Per Sqm Including Pointing In White Cement Mixed With Pigmentof Matching Shade Complete 118 Solid Block Masonry Using Pre Cast Solid Blocks ( Factory Made ) Of Size 30X20x15cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Super Structure Above Floor Two Level Upto Floor Five Level With Thickness 15Cm In : Cm 1:6 ( 1 Cement : 6 Coarse Sand ) Etc Complete 119 Providing And Fixing M.S. Tubular Frames For Doors, Windows, Ventilators And Cupboard With Rectangular / L-Type Sections, Made Of 1.60 Mm Thick M.S. Sheet, Joints Mitred, Welded And Grinded Finish, With Profiles Of Required Size, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer.Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) 120 Providing And Fixing Stainless Steel ( Grade 304 ) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature ( Wherever Required ) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I / C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners, Stainless Steel Bolts Etc., Of Required Size On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-In-Charge, ( For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc. ) 121 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade:Two Or More Coats On New Work 122 12 Mm Cement Plaster Of Mix:1:6 ( 1 Cement : 6 Coarse Sand ) 123 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 Conforming To Is: 4454 - Part 1 And M.S. Top Cover Of Required Thickness For Rolling Shutters.80X1.25 Mm M.S. Laths With 1.25 Mm Thick Top Cover 124 Fixing Standard Steel Glazed Doors, Windows And Ventilators In Walls, Including Fixing Of Float Glass Panes With Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws, ( Only Steel Windows, Glass Panes Cut To Size And Glazing Clips Or Metal Beading With Screws, Shall Be Supplied By Department Free Of Cost.Fixing With Carbon Steel Galvanised Dash Fastener Of Required Dia And Size ( To Be Paid For Separately 125 Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level.Thermo - Mechanically Treated Bars Of Grade Fe-500D Or More 126 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level:1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size 127 Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade:New Work ( Two Or More Coat Applied @ 1.67 Ltr / 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg / 10 Sqm ) 128 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Disposal Of Excavated Earth, Lead Up To 50 M And Lift Up To 1.5 M, Disposed Earth To Be Levelled And Neatly Dressed.Ordinary Rock 129 Supply And Installation Of Suitable Hp ( Is; 14220 ) Openwell Centrifugal Single Phase Electric Driven Motor Pumpset Working At 360 Voltage With Bronze Impeller And Stainless Steel Shaft Having Minimum Of 41.67 Lps Discharge Against 62M Head With Suitable Isi Marked Accessories Such As Starter ( Best Quality Isi Marked Fully Automatic Electronic Star Delta ) , Main Switch , Fuse, Capacitor, Elcb, Adequate Length Of Best Quality Suitable Size Flat Submerssible Cable, Reflux Valve, Sluice Valve, Pressure Gauge, Earthing Materialsconforming To Is 3043 / 2000 As Amended To Date, Ammeter, Volt Meter, Selector Switch, Flickering Lamps, Dry Running Preventer Cum No Voltage Wire, Conveying And Erecting The Motor Pumpset And Panel Board And Giving All Connections, Earthing Etc. As Per Kseb / Ei Rules And Regulations. Conveying And Fixing Suitable Gi Pipe Medium Pipe As Suction And Delivering Pipes Including Connections With Pumpset Delivery To The Common Pumping Main Of Suitable Size Using Suitable T / Y Connections Etc. Trial Run Should Be Given For 7 Days. Any Documentation Required For Proper Electric Connection Shall Be Arranged By The Contractor At Their Own Cost Etc. Complete As Per Direction Of Site In Charge Of The Work.The Head And Discharge Should Be Ensured By The Contractor Before Installing The Pump Set At The Site. 130 Supply And Fixing 300 Mm Electromagnetic Flow Meter Confirming To Protection Level Of Ip-68 For Flow Senser And Ip -67 For Transmitter And Having An Accuracy Level Of 0.5% With Led / Lcd Display Unit. The Flow Meter Should Have The Housing ( Flow Sensor ) To Be Made Of Ss 304 / Carbon Steel With With Anti Corrosive Protection And Inside Liner To Be Made Up Of Hard Rubber / Neoprene All Confirming To Drinking Water Standards. The Flowmeter Should Be Coupled With Hart For Data Acquisition And Transfer With Provision For Wireless Transfer Through Gsm. The Manufactures Should Have The Calibration Standards As Per Iso 17025 And The Product Shall Have Sufficient Warranty Provisions 131 Structural Design And Analysis Of Ohsr Including Soil Investigation, Submitting Required No. Of Soft And Hard Copies Of Detailed Report, Design, Drawings ( Plan, Elevation, Sections, Structural Drawing, Bar Bending Details Etc ) Etc Complete Including All Charges. The Design And Drawings Should Be Authorized From Kwa ( Wascon ) / Govt. Engg Colleges 132 Survey And Design 133 Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidatingeach Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M : All Kinds Of Soil. 134 Surveying With Electronic Total Station With Single Prism In Normal Terrain And Normal Traffic. 135 Conducting Field Inspection, Analyzing The Survey Results And Other Collected Data Collected During Field Inspection, Designing The Pipe Line Networks Using The Epanet For Providing Hydraulically Feasible Fhtcs By Engaging Techanically Qualifying Experts Including Cost Of All Conveyance, Hire And Labour Charges For Computer Software, Printing Charges Etc Complete.