Construction Of Different Components Of Salugara Pwss Zone-Iii.E Tw, Pump House Distribution Network, Ohr , Rising Main Fhtc Etc. In Connection With Jal Jeevan Mission At Block- Rajganj Under Jalpaiguri Division , P.H.E Dte. - / W Reverse Rotarysite Preparation, Temporary Latrine, Placement & Levelling Of Rig Machine, Mast Hoisting And Casing Drilling ( Upto 6 Mtr. ) Placement Of Casing With All Allied Works Necessary To Commence Drilling Woks And Wind Up Of All Machineries After Completion Of Drilling. 2 Drilling By Reverse Rotary Method Of Drilling Using9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Includingcost Of Fuels And Lubricants Etc. As Required For Drilling. 3 Note:1 ) Rate Only For Pilot Drilling Will Be @ 50%. Of Item Rate.2 ) Ratefor Reaming By 12 1 / 4 Dia. Bit Will Be @ 14% Of Item Rate.3 ) Ratefor Reaming By 15 Dia. Bit Will Be @ 16% Of Item Rate.4 ) Ratefor Reaming By 17.5 Dia. Bit Will Be @ 20% Of Item Rate. 4 From 6 Mtr To 60 Mtr 5 From 60 Mtr To 90 Mtr. 6 From 90 Mtr To 120 Mtr. 7 From 120 Mtr. To 150 Mtr. 8 Lowering The Tube Well Assembly ( Upvc Casing Pipe , Well Pipe, Strainer Along With Upvc Accessories ) Vertically In A Position With Proper Lowering Arrangement By Applying Necessary Jointing Compound Including Labour Cost For Subsequent Gravel Packing And Machine Operation Cost Etc. 9 Cost Of Consumables For Drilling Rigs And Machineries. 10 Development ( Min. 8 Hr. Continuous ) Of Tube Well By Using Suitable Air Compressor ( Min. Capacity: 600Cfm & Operating Pressure 14 Bar ) Followed By Yield Testing With Bht Pump ( Head :45 To 50Mtr., Discharge :1100 To 1000 Lpm And 25 Bhp Engine ) All Complete Includingto & Fro Transportation Cost And Cost Of Fuels, Lubricants & Labour Etc. 11 Water Sample Collection And Chemical Test Including Arsenic Test. 12 Transportation Cost Of Drilling Equipmentand Accessories Rig Machine Etc. Including Cost Of Fuel, Lubricant & Loading Unloadingthe Materials From Store / Stack Yard / Suppliers Godown And Unloading / Stacking The Same At Site. ( Upto 60.0 Km Distance ) 13 Supply And Delivery At Site Of Upvc Pipe ( Cm ) Conforming To Is 12818:2010. ( Cipet Certified ) 14 250 Mm Dia. 15 200 Mm Dia. 16 Supply And Delivery At Site Of Upvcmedium Well Screen ( Rms ) Pipes With Ribs Conforming To Is 12818:2010. ( Cipet Certified ) 17 200 Mm Dia. 18 Supply And Delivery At Site Ofupvcreducer 19 250Mmx 200 Mm Dia. 20 Supply And Delivery Of Upvc Cap 21 250 Mm Dia. 22 Supply And Delivery Of M.S. Housing Clamp 250 Mm Dia. 23 Supply And Delivery Of M.S .Centre Guide ( Special Type ) . 24 Supply And Delivery Of Washed Gravels Size Ranging From 1.80 Mm To 4.74 Mm. Conforming To Is 4097 : 1967. 25 Supply And Delivery Of Bentonite Powder Conforming To Is 6186 : 1986. 26 Electro-Logging Charge. 27 Pump House ( H / W Site ) Construction Of Pump House ( 5400Mm X 3600Mm X 3300Mm Height ) With Toilet ( 2100Mm X 1350Mm ) Sanitary And Plumbing Arrangement Along With Verandah ( 3000Mm X 1500Mm ) Having Plinth Height 600Mm. Two Numbers Door, Two Numbers Window Fitted With 100Mm X 75Mm Sal Wood Frame Fitted With 100Mm X 58Mm X 1.90Mm Iron Butt Hinges. One Number Door And All Window Made Of 35Mm Thick Wooden Shutters And 19Mm Thick Panel Of Sishu, Gamar, Champ, Badam, Bhola Etc. And One Number Door Is Pvc Moulded Shutter For Toilet. One Number Orissa Pattern Wc ( 580Mm X 440Mm ) Including P Or S Trap. Three Numbers Ms Or Wi Ornamental Grill Fitted At Toilet. Construction Of Septic Tank For 10 Users, Inspection Chamber, Soak Well As Per Pwd Schedule & Drawing. Fitting, Fixing 10 Liter Pvc Low Down Cistern And All Necessary Fittings, Towel Rail ( 25Mm Dia X 450Mm Long ) . Supplying, Fitting And Fixing 500 Litres Capacity Pvc Water Storage Tank, Plumbing With 25Mm And 15Mm Dia Pvc Pipe And Necessary Fittings. Ms Ornamental Grill For Window Opening, Providing 8 Nos Rcc Ventilator In Room, 150Mm Dia Gi Pipe For Lifting Arrangement Of Pumping Machinary. White Washing Inside And Protective And Decorative Acrylic Exterior Emulsion Paint Over A Coat Of Primer For Outside The Pump House, Painting The Grills And Wooden Works Over The Coat Of Primer Etc.All Complete As Per Direction Of The Eic And As Per Attached Detailed Drawing. ( Any Deviation In Plinth Height As Per Site, An Additional Rate Will Be Add Or Deduct As Per Approved Departmental Analysed Rate.For Each 50 Mm Deviation Of Plinth Including Column Add / Deduct Rate = Rs 4083.00 / - ) 28 Pump House At 2Nd / 3Rd / 4Thconstruction Of Pump House ( 3600Mm X 2400Mm X 3300Mm Height ) With Toilet ( 2100Mm X 1350Mm ) Sanitary And Plumbing Arrangement Along With Verandah ( 3975Mm X 1500Mm ) Having Plinth Height 600M M. Two Numbers Door, Two Numbers Window Fitted With 100Mm X 75Mm Sal Wood Frame Fitted With 100Mm X 58Mm X 1.90Mm Iron Butt Hinges. One Number Door And All Window Made Of 35Mm Thick Wooden Shutters And 19Mm Thick Panel Of Sishu, Gamar, Champ, Badam, Bhola Etc. And One Number Door Is Pvc Moulded Shutter For Toilet. One Number Orissa Pattern Wc ( 580Mm X 440Mm ) Including P Or S Trap. Three Numbers Ms Or Wi Ornamental Grill Fitted At Toilet. Construction Of Septic Tank For 10 Users, Inspection Chamber, Soak Well As Per Pwd Schedule & Drawing. Fitting, Fixing 10 Liter Pvc Low Down Cistern And All Necessary Fittings, Towel Rail ( 25Mm Dia X 450Mm Long ) . Supplying, Fitting And Fixing 500 Litres Capacity Pvc Water Storage Tank, Plumbing With 25Mm And 15Mm Dia Pvc Pipe And Necessary Fittings. Ms Ornamental Grill For Window Opening, Providing 5 Nos Rcc Ventilator In Room, 150Mm Dia Gi Pipe For Lifting Arrangement Of Pumping Machinary. White Washing Inside And Protective And Decorative Acrylic Exterior Emulsion Paint Over A Coat Of Primer For Outside The Pump House, Painting The Grills And Wooden Works Over The Coat Of Primer Etc.All Complete As Per Direction Of The Eic And As Per Attached Detailed Drawing. ( Any Deviation In Plinth Height As Per Site, An Additional Rate Will Be Add Or Deduct As Per Approved Departmental Analysed Rate.For Each 50 Mm Deviation Of Plinth Including Column Add / Deduct Rate = Rs 3371.00 / - ) 29 Iep Supplying, Fabrication, Erectionon Suitable Rcc Foundation And Commissioning With 3 ( Three ) Months Trial Run ( Including Cost Of Routine Testing Of Water Sample For Performance Evaluation ) Of Pressuretype Iron Removal Plant As Per Design Norms Of The P.H.E. Dte. With Necessary Accessories Viz. Ms Fabricated Shell With Minimum 10 Mm Thick Ms Plate With 2 ( Two ) Coats Of Anticorrosive Paint & Minimum12 Mm Thick Ms Media Supporting Plate Fitted With Required No. Of Pot Strainer, Ms Fabricated Oxidation Chamber With Minimum 10 Mm Thick Plate With Necessary Pipe Connection, Valves, Gauges & Other Instruments As Required As Per Departmental Approved Design & Drawing Including Cost Of Filter Media, Air Compressor & Air Blower With Motor, Starter, Main Switch Etc. Of Required Capacity & Approved Specification Including Power Connection From Main Line Etc. All Complete. Note-1 ) Rate Excludes The Cost Of Concrete Platform & Drain , And The Cost Of Blower Room 2 ) For More Than 50 Cum / Hr, Twin Unit Of Equal Size In Parallel Shall Be Adopted. ( 35 Cum / Hr. ) 30 Earth Work In Excavation Of Foundation Trenches Or Drains Or Septic Tank Soak Well Etc. In All Sorts Of Soil ( Including Mixed Soilbut Excluding Latarite Or Sand Stone ) Including Removing Spreading Or Stack- Ing The Spoils Within A Lead Of 75M. As Directed. The Item Includes Necessary Trimming The Sides Of The Trenches, Leveling Dressing And Ramming The Bottom, Bailing Or Pumping Out Water Etc. As Required Complete.Depth Of Excavation Not Exceeding 1.5 Mtr. But Not Requiring Shoring 31 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 15Cm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On Basis Of Measurement Of Finished Quantity Of Work ) A. With Earth Obtained From Excavation Of Foundation 32 Filling In Foundation Or Plinth By Fine Sand In Layers Not Exceeding 150 Mm As Directed & Consolidating Same By Through Saturation With Water And Ramming Complete Including The Cost Of Supply Of Sand. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work. ) ( A ) By Fine Sand. 33 12:4 Proportion 34 Hire And Labour Charges For Shuttering With Centreing And Necy. Staging Upto 4M. Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Conc. Slabs, Beams, Columns, Lintels Curved Or Straight Includg. Fitting, Fixing And Striking Out After Completion Of Works. From Foundation To 4M Above Gl 35 Above 25 Mm And Upto 30 Mm Wooden Shuttering As Per Direction Of Eic. 36 Plaster ( To Wall Floor Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints, Including Throating, Nosing And Drip Course, Scaffolding / Staging Where Necessary ( Ground Floor ) [ Excluding Cost Of Chipping Over Concrete Surface ] 37 For Superstructure-B ) 15Mm Thick Plaster 38 Ii ) With4:1 Cement Mortar 39 In Ground Floor- 40 For Ceilling- A ) 10 Mm Thick Plaster 41 In Ground Floor- 42 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window, Sills, Floor, Drain Etc.Note-Cement 0.152 Cu.M. Per 100 Sq.M. 43 Blower Room Construction Of Blower Room ( 3600Mm X 3000Mm X 3300Mm Height ) Having Plinth Height 600 Mm. One Number Door ( 1200Mm X 2100Mm ) , Two Numbers Window ( 900Mm X 1200Mm ) Fitted With 100Mm X 75Mm Sal Wood Frame Fitted With 100Mm X 58Mm X 1.90Mm Iron Butt Hinges. One Number Door And All Window Made Of 35Mm Thick Wooden Shutters And 19Mm Thick Panel Of Sishu, Gamar, Champ, Badam, Bhola Etc. Fitted With All Necessary Fitting Such As Clamp, Butt Hinges, Iron Bolt, Socket Bolt, D-Type Handle, Door Ring Etc. Ms Ornamental Grill For Window Opening, Providing 6 Nos Rcc Ventilator In Room For Arrenging Of Necessary Blower Mationary. White Washing Inside And Protective And Decorative Acrylic Exterior Emulsion Paint Over A Coat Of Primer For Outside The Pump House, Painting The Grills And Wooden Works Over The Coat Of Primer Etc.All Complete As Per Direction Of The Eic And As Per Attached Detailed Drawing. ( Any Deviation In Plinth Height As Per Site, An Additional Rate Will Be Add Or Deduct As Per Approved Departmental Analysed Rate.For Each 50 Mm Deviation Of Plinth Including Column Add / Deduct Rate = Rs 1801.00 / - ) 44 Over Head Reservoir ( Ohr ) ( 350M3, 20Mtr. Staginh Height ) Earth Work In Excavation Of Foundation Trenches Or Drains Or Septic Tank Soak Well Etc. In All Sorts Of Soil ( Including Mixed Soilbut Excluding Latarite Or Sand Stone ) Including Removing Spreading Or Stack- Ing The Spoils Within A Lead Of 75M. As Directed. The Item Includes Necessary Trimming The Sides Of The Trenches, Leveling Dressing And Ramming The Bottom, Bailing Or Pumping Out Water Etc. As Required Complete. 45 Depth Of Excavation Not Exceeding 1.5 Mtr. But Not Requiring Shoring 46 Beyond 1.5 Mtr. Upto 3.0 Mtr.But Not Requiring Shoring 47 Filling In Foundation Or Plinth By Fine Sand In Layers Not Exceeding 150 Mm As Directed & Consolidating Same By Through Saturation With Water And Ramming Complete Including The Cost Of Supply Of Sand. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work. ) ( A ) By Fine Sand. 48 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 15Cm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On Basis Of Measurement Of Finished Quantity Of Work ) ( A ) With Earth Obtained From Excavation Of Foundation 49 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming & Dressing Bed To Proper Level & Filling Joints With Powdered Earth Or Local Sand Including Cost Of Sand Etc Complete As Per Direction & Specification. 50 Oridinary Cement Concrete M-15 ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm.Down ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevent Is Code 456-2000. ( I ) Pakur Variety / ( Up To Ground Level ) . 51 Controled Cement Concrete With Well Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering & Reinforcement With Complete Design Of Concrete As Per [ Isi : 456 And Relevant Special Publication. Submission Of Job Mix Formula After Preliminary Mix Design After Testing Of Concrete Cube As Per Direction Of The Eic. Consumption Of Cement Will Not Be Less Than 300Kg Of Cement With Super Plasticiser Per Cum. Of Controlled Conc. But Actual Consumption Will Be Determined On The Basis Of Preliminary Test & Job Mix Formuta. In Ground Floor And Foundation. [ Using Concrete Mixture ] M 25 Grade Pakur Variety. 52 For Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto4 Mtr ( Column, Bracing ) 53 4 M To 8 M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( I ) Upto 4 Th Floor Rs. 95 ) 54 8 M To 12 M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( I ) Upto 4 Th Floor Rs. 95 ) 55 12 M To 16M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( I ) Upto 4 Th Floor Rs. 95 ) 56 16 M To 20 M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( I ) Upto 4 Th Floor Rs. 95 ) 57 20 M & Above ( Landing, Step, Roof Dome, Walk Way, Platform ) ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( I ) Upto 4 Th Floor Rs. 95 & ( Ii ) Above 4 Th Floor Rs. 116 ) 58 Controled Cement Concrete With Well Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering & Reinforcement With Complete Design Of Concrete As Per [ Isi : 456 And Relevant Special Publication. Submission Of Job Mix Formula After Preliminary Mix Design After Testing Of Concrete Cube As Per Direction Of The Eic. Consumption Of Cement Will Not Be Less Than 320Kg Of Cement With Super Plasticiser Per Cum. Of Controlled Conc. But Actual Consumption Will Be Determined On The Basis Of Preliminary Test & Job Mix Formuta. In Ground Floor And Foundation. [ Using Concrete Mixture ] M 30 Grade.In Heel Beam, Conical Slab, Bottom Dome, Bottom Ring Beam, Walkway, Shell Wall Etc. Pakur Variety 59 16 M To 20 M ( For Heel Beam ) ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( I ) Upto 4 Th Floor Rs. 95 & ( Ii ) Above 4 Th Floor Rs. 116 ) 60 B ) 20 Mtr. And Above ( Cell Wall, Floor, Top & Bottom Ring Beam & Bottom Doom, Walk Way And Lantern Etc ) . ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( I ) Upto 4 Th Floor Rs. 95 .& Above 4Th Floor Rs. 116 ) 61 Hire And Labour Charges For Shuttering With Centreing And Necy. Staging Upto 4M. Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Conc. Slabs, Beams, Columns, Lintels Curved Or Straight Includg. Fitting, Fixing And Striking Out After Completion Of Works. From Foundation To 4M Above Gl 62 Above 25 Mm And Upto 30 Mm Wooden Shuttering As Per Direction Of Eic. 63 Hire & Labour Chages For Shuttering For Conc. Work In Overhead R.C. Reservoir On Separate R.C. Frame Including Fitting, Fixing & Stricking Off After Completion Of Work ( From 4M To Top Of Reservoir ) . 64 Extra For Staging Beyond 4 Mtr ( Mode Of Measurement Area Of Unsupported Horizontal Projection, Where Staging Beyond 4 Mtr. Is Practically Un-Avoidable ) Staging Height To Be Considered For 4 Mtr. Above G.L. To Mean Height Of Soffit And Plan Area In Between Out Side Of Ring Beam Minus Hollow Shaft If Any And Annular Ring Beam Of Staging Above Metial 4 Mtr. 65 Reinforcement In Reinforced Conc. Work In All Sorts Of Structures Includg. Dist.Bars, Stirrups, Binders Etc., Initial Straightening And Removal Of Loose Rust ( If Necy. ) Cutting To Requisite Length, Hooking And Bending To Correct Shapde, Placing In Proper Position And Binding With 16 Gauge Balck Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundn. Basement And Upto Roof Of Ground Floor / Upto 4M. ( I ) Tor Steel / Mild Steel. Sail / Tata / Rinl 66 For Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto 4 M. 67 Extra For Works Beyond The Roof Of Ground Floor / Initial 4 M. To 8 Mtr. ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor ( I ) Upto 4 Th Floor Roof In Each Addl. Floor Rs. 430 ) 68 8 M To 12 M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor ( I ) Upto 4 Th Floor Roof In Each Addl. Floor Rs. 430 ) 69 12 M To 16M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor ( I ) Upto 4 Th Floor Roof In Each Addl. Floor Rs. 430 ) 70 16 M To 20 M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor ( I ) Upto 4 Th Floor Roof In Each Addl. Floor Rs. 430 ) 71 Beyond 20 M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor ( I ) Upto 4 Th Floor Roof In Each Addl. Floor Rs. 430 & ( Ii ) Above 4 Th Floor Roof Per Addl. Floor / Every 4 M Rs. 500 ) 72 Supplying & Labour For Mixing Of Super Plasticizer Of Approved Make Brand Sika / Cico Conforming To Is-2645-1975 & Is-9130-1979 To Be Need In Mortar Admixture @ 0.20% By Wt. Of Cement ( I.E 100Ml Per 50Kg Of Cement ) For Improving Workability, Reducing Shrinkage And Improvement Of Water Tightness Of The Concrete. 73 Supplying Mosquito Proof Net Made Of Polythene ( Netlon ) Size 75Cm. X 75Cm. For Ventilator Including Fitting, Fixing In The Best Sal Wood Frame Of 8Cm. X 5Cm. Cross Section With Necessary Wooden Batten Fixing The Assembly With Necessary Ms Clamp In Rcc Wall At The Lantern. 74 Wood Work In Door And Window Frame Fitted And Fixed In Position Complete Including A Protective Coat Of Painting At The Contact Surface Of The Frame Exluding Cost Of Concrete, Iron Butt Hinges And M.S Clamps. ( The Quantum Should Be Correted Upto Three Decimals ) .Wood Work In Door And Window Frame Fitted And Fixed In Position Complete Including A Protective Coat Of Painting At The Contact Surface Of The Frame Exluding Cost Of Concrete, Iron Butt Hinges And M.S Clamps. The Quantum Should Be Correted Upto Three Decimals. D ) Sal Local 75 Artificial Stone In Floor, Dado, Staircase Etc. With Cement Concrete ( 4:2:1 ) With Stone Chipes Laid In Panels As Directed Toping Made With Ordinary Or White Cement ( As Necy. ) & Marble Dust In Proportion ( 2:1 ) Including Smooth Finishing & Rounding Off Corners Including Rackng Out Joints Or Roughening Of Conc. Surface & Including Application Of Cement Shlurry Before Flooring Works, Using Cement @ 1.75 Kg / Sqm All Complete Including All Materials & Labour Above Heel Beam. 3 Mm Thick Toping High Polishing Grinding On This Item Is Not Permitted With Ordinary Cement. 76 ( A ) 25 Mm Thick. ( Reservoir Inside Floor & Wall, Walk Way Floor, Cc Step, Platform Landing ) . 77 Supplying At Site Filling , Fixing , Erecting And Building In Position Where Necessary 600Mm.Wide M.S. Cat Ladder As Per Design Consisting Of 2Nos. Ismc 150, 8Mm.Thick With Necessary Base Plate Of 8Mm.Thick 100Mm.Wide M.S. Plate As Steep @ 300Mm.A / C Supported On Isa 50X50x6 , Isa 60X60x8mm.Thick Both Side As Per Requirement.900Mm.Ht. As Post On One Side / Both Side @ 1000 And Isa 45X45x6 As Horiz. Runner To Cover Side Railing Including Fabrication, Welding, Drilling Etc.As Per Drawing And Direction And Finished With Two Coats Of Synthetic Enamel Painting Over A Coat Of Primer Etc. All Complete As Per Direction Of Eic. For Cat Ladder, Railing Of Stair & Platform, Walkway Etc.E ) From 20Mtr. To 24Mtr 78 Supplying At Site Hoisting, Fitting, Fixing Erecting And Building In Position Where Necessary 450Mm.Wide Ladder As Per Design Consisting Of 2Nos. M.S.Plate Of 8Mm.Thick With Necessary Base Plate 60Mm Wide; And 16Mm.Dia M.S.Round Or Square Bar As Steeps Placed @ 300 C / C Including Fabrication, Welding Drilling Etc. As Per Drawing And Direction And Finished With Two Coats Of Synthetic Enamel Painting Over A Coat Of Red Lead Primer Etc. All Complete As Per Direction Of The Eic 79 Supplying, Fitting, Fixing 900 Mm High G.I. Pipe Railing For R.C.C Stair Cat Ladder Walk Way Fabrication, Erection, Welding Of 40 Mm G.I ( Non Tata Medium ) Pipe Place At Top Of Railing And2 Nos 25 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed Equally In Between Railing Top & Floor Vertical Post Of Railling Are 40 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed At 900 Mm C / C . The Each End Of The Vertical Post Is Join By The 62 Mm ( 25 Mm X 6 Mm X 0.062 M Long ) Ms Flat And 150 Mm Length ( Propes Pipes ) Are Grouted In Concrete Base Of Stair, Walk Way Etc. All Complete With Supplying Of All Materials Including Hoisting Up To The Any Height Complete With 2 Coats Of Painting With Super Gloss ( Hi Gloss ) In Any Shade Except White And Black Over A Coat Of Primer Complete As Per Direction Of E.I.C. 80 Supplying Fitting And Fixing In Position Reinforced Cement Polymer Concrete Manhole Cover With Matching Frame As Per Is-12592 ( Md ) A ) Square.I ) 600 Mm X 600 Mm X 50 Kg ( Approx ) 81 A ) 5Mt Load Bearing Capacity Round Manhole Cover Parovided With Two Nos. Lifter Hook With Machining Frame Of Size 550Mm X 65Mm ( Cover ) And 650Mm X 125Mm ( Frame ) Opening 470Mm And Wt. 90Kg. Approx. 82 Horn Gap Lighting Arrestor Complete Parts And Pin Insulators Supplying, Fitting Fixing All Completeas Per Direction Of E.I.C. 83 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Scaffolding / Staging Where Necessary. ( Excluding Cost Of Chipping Over Concrete Surface ) 84 With 1:4 Cement Mortar 15Mm Thick Plaster. From 16M To 20M Of Reservoir 85 With 1:4 Cement Mortar 15Mm Thick Plaster. From 20M And Above Of Reservoir 86 With 1:3 Cement Mortar 10Mm Thick Plaster Above 20 M & Above 87 Applying Exterior Grade Acrylic Primer Of Approved Quality And Brand On Plastered Or Concrete Surface Old Or New Surface To Receive Decorative Textured ( Matt Finish ) Or Smooth Finish Acrylic Exterior Emulsion Paint Including Scraping And Preparing The Surface Throughly, Complete As Per ManufacturerS Specification And As Per Direction Of The Eic. A ) Two Coat 88 Gl To 4 M 89 4M To 8 M 90 8 M To 12 M 91 12 M To 16M 92 16 M To 20 M 93 Above 20 M 94 Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality As Per Manufacturers Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required. The Rate Includes Cost Of Material , Labour, Scaffolding, And All Other Incidental Charges But Excluding The Cost Of Primer. Two Coat. Super Protective 100% Acrylic Emalsion. 95 Gl To 4 M 96 4M To 8 M 97 8 M To 12 M 98 12 M To 16M 99 16 M To 20 M 100 Above 20 M 101 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over150mm.Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement In Rcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcementtype:- Other Manufactuerers Not Specified ] 102 150 Mm Dia Inlet / Delivery / Overflow / Washout 103 200 Mm Dia Inlet / Delivery / Overflow / Washout 104 Supply & Delivery Atfollowing Nominal Sizes And Classes Cidf Sluice Valve In Terms With Is 14846-2000, Inside Screw Non Rising, Stern, Flanges Faced And Drilled As Per Is 1538-1993, Spindle / Stern With Ssaisi410 As Per Is 6603-1972, Body, Bonnet, Wedge, Stuffing Box Gland Thrust Plate, Cap Inconformity With Is 210-1978, With An Amendments Order Is Specification As Stated. ( Upadhaya / Kirlosker / Kejriwal / Ivp / L & T / Vag / M & P ) Make Class-Pn 1.0 With Cap. 105 150 Mm Dia 106 200 Mm Dia 107 Hoisting, Erection , Placing Connecting With Pipes And Specials Cidf Pipes, Specials ) Securing With Building Specials Providing Stays, Clamps As Required Including Cost Of Staging Platform For The Work Etc.All Complete In All Respects As Per Drawing And Direction Of Eic. 108 150 Mm Dia 109 Laying Of Cidf / D.I Pipes With Specials, Valves Etc. In Trenches Including Excavation In All Sorts Of Soil, Moorum, Soft Rock And Refilling The Trenches After Laying & Jointing Of Pipes Etc. All Complete As Per Specification And Direction Of Eic. 110 150 Mm Dia 111 Fitting, Fixing Duckfoot Bend Including Construction Of Cement Concrete ( 4:2:1 ) Base With Stone Chips Of Approved Grade & Quality & Including Excavation Of Earth Etc. Complete In All Respect. 112 150 Mm Dia ( Base Size 200Mm X200mm X 350 Mm Deep ) 113 Hoisting, Fitting, Fixing Of Bell Mouth With Puddle Collar In Rcc Work Complete In All Respect As Per Drawing, Specification And Direction Of Eic. 114 150 Mm Dia 115 200 Mm Dia 116 Making Flange Joint To Cidf Pipe, Specials, Valves Etc.With Supply Of Necessary Nuts And Bolts, Rubber Insertion Of 6Kg / M2 ( 3Mm Gauge ) And Materials Required Including Dewatering If Any Tools And Plants, Labour Cost Etc. As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Make ) For 117 150 Mm Dia 118 200 Mm Dia 119 Making Arrangement For Water Tightness Test Conforming To The Provision Laid In Is:3370 ( Pt-I ) 1956 By Filling With Water Upto Top Water Level ( Twl ) As Shown In The Drawing And As Per Direction Of Eic. ( If Water Is Supplied By The Department Rate Shall Be Reduced As Per Prevailing Departmental Rate ) 120 Disinfection & Washing The Tank And Pipe Connections Including Cleaning The Inside Of The Tank Etc Complete. 121 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window, Sills, Floor, Drain Etc.Note-Cement 0.152 Cu.M. Per 100 Sq.M. 122 ( A ) Applying 2 Coats Of Bonding Agent With Synthetic Multi Functional Rubber Emulsion Having Adhesive And Water Proofing Properties By Mixing With Water In Proportion ( 1 Bonding Agent : 4 Water : 6 Cement ) As Per ManufacturerS Specification [ Cement To Be Supplied By The Department ] 123 Number Plaque Of Building ( Plaque Size Up To 225 Mm X 225 Mm ) Made Of Sand Cement Plaster ( 1 : 2 ) On Face Of Wall Or Plinth With 50 Mm Size Letters P.W.D And The Number Of The Structure Formed Thereon ( In Sunk Type ) Including Painting The Letters And The Number Complete As Per Direction. 124 ( B ) Applying 2 Coats Of Non-Toxic Acrylic Polymer Modified Paint Having Adhesive & Waterproofing Properties By Mixing In Proportion ( 1 Liquid: 4 Cementitious Material ) Or As Per ManufacturerS Specification For Water Proofing Layer In Water Tank Etc. ( No Departmental Cement Is Required ) 125 Supplying Hoisting, Fitting Fixing Approved Type Water Level Indicator With Copper Float, Guide Pulley, Wire Boards Etc. As Per Standard Specification And Direction And Satisfaction Of Eic 126 Commissioning The R.C.C. Over Head Reservoir By Operating Of All Category Of Sluice Valves , Testing Of Hoisted Pipe Joints Including Repairing The Leakage ( S ) If Detected , Including Making Inter Connections, Flange Jointing / Lead Jointing With The Newly Laid Rising Main And Distribution Main All Complete As Per Direction Of The Eic. 127 Suppling, Fitting And Fixing M.S Clamps Door And Window Frame Made Of Flatbent Bar, End Bifurcated With Necessary Screws Etc. By Cement Concrete ( ( 1:2:4 ) As Perdirection Of Concrete Will Be Paid Separatelt. 128 ( C ) 40Mm X 6 Mm, 125 Mm Length 129 ( A ) M.S Or W.I. Ornamental Grill Approved Design Joints Continuously Welded With M.S W.I Flats And Bars Of Windows Railing Etc. Fitted And Fixed With Bbnecessary Screws And Luge In Ground Floor. ( Add Extra @1% For Each Addl. Upto 4Th Floor And @1.25% For Each Addl. Floor Above 4Th Floor ) 130 Grill Weighing Above 10 Kg. / Sq.M And Upto 16 Kg. / Sq. M. 131 Grill Weighing Above 16 Kg. / Sq.Mtr And Above 132 Welding In M.S Structurral Work Gas Or Electric 133 Continuous Weld 134 Priming One Coat On Timber Or Plaster Surface With Synthetic Oil Bound Primer Of Approved Quality Includingsmoothening Surfaces By Sand Papering Etc. 135 Priming One Coat On Steelor Metalsurface With Synthetic Oil Bound Primer Of Approved Quality Includingsmoothening Surfaces By Sand Papering Etc. ( This Item Is Applicable To New Work Or Old Work When The Original Surface Has Been Exposed By Removal Of Old Paint ) 136 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc. Inclding Using Of Approved Putty Etc, . On The Surface, If Necessary : 137 On Timber Or Plastered Surface With Super Gloss ( Hi-Gloss ) 138 Two Coat ( Any Shade Except White ) 139 On Steel Or Other Metal Surface:With Super Gloss ( Hi-Gloss ) 140 Two Coat ( Any Shade Except White ) 141 A ) Earthing With 50Mm.Dia G.I. Pipe3.64Mm.Thick X 3Mtr. ( 10”-0” ) Long And L;1 X 4Swg G.I. ( Hotdip ) Wire 4Mtr. Long 13Mm. Dia X 80Mm.Long G.I.Bolts, Double Nuts , Washer Including S&F15mm.Dia G.I.Pipe Protection ( 1Mtr. Long ) To Be Filled With Bitumen Partly Below Ground Level To An Av. Depth Of 3.65M Below G.L. And Restoring The Surface Duly Rammed As Per Iee Rulei ) For Soft Soil. 142 B ) By Tata Medium G.I.Pipe. 143 Land Development Under The Over Head Reservoir And Finished By Laying Decorated Paver Block With Proper Interlocking, All Complete As Per Direction Of Eic 144 Supply The Following Materials For Connection Of Inlet, Outlet, Overflow, Washout Of Ohr As Per Deptt. Drawings. ( A ) Cidf Pipe Class-B As Per I.S. 7181-1986 With Latest Revision. 145 Supply The Following Materials For Connection Of Inlet, Outlet, Overflow, Washout Of Ohr As Per Deptt. Drawings. ( B ) Cidf Duck Foot Bend As Per I.S. 1538 1976 With Latest Revision. ( C ) Cidf Bell Mouth Pes. With Puddle Collar As Per Isi 1538-1976 With Latest Revision ( D ) C.I.D.F 90° Bend As Per I.S.1538 ( Part-Xxi ) -1976 With Latest Amended. 146 Connecting The Equipments To Earth Bushbar Including S&F G.I. ( Hot Dip ) Wire Of Size As Below On Wall / Floor With Stables Buried Inside Wall / Floor As Required And Making Connection To Equipments With Bolts, Nuts, Washer, Cable Lugs Etc. As Required And Mending Good Damages As Per Iee Rule. I ) No.8 Swg 147 Water Distribution Networkcarrying Ci / Di Pipes With Specials And Valves And Lowering Placing In Position And Laying Carefully Inside The Trenches In Proper Alignment And Gradient Etc. Including Earth Work In Excavation Of Adequate Width As Per Specification Having Min. Clear Cover From Top Of Pipe Is 1.10Mtr. Below Existing Ground Level In Any Kind Of Soil Including Mixed With Boulder, Road Sub-Grade And Its Flank, But Excluding Moorum And Laterite And Stone Etc.Without Damaging The Exisiting Telephone / Electric Cable Etc. ( In Case Of Damaged If Any Type Of Cable Line During Excecution , Necessary Damaged Charges As Applicable By The Respective Authority Will Be Borne By The Agency In His Own Cost ) Preparing The Bottom Surface For Continuous Bedding Of Pipe Line And Laying Pipes, Fitting, Fixing Specials And Valves With Bailing Out Water If Any Includingcarriage Of Pipes, Specials And Valves From Local Deptt. Store Within 8Km And Back Filling The Trenches With Excavated Earth In Layers To Original Condition As Per Specification And Direction Of Eic. The Surplus Materials After Execution Of Work Are To Be Return To The Deptt. Store. 148 250 Mm Dia. 149 200 Mm Dia. 150 100 Mm Dia. 151 Making Rubber Gasket Joint To Ci / Di Pipes Maintaining Proper Alignment Level Etc. By Mechanical Arrangement With Or Without Using Mobile Cranes Where Necessary And With Help Of All Other Equipments Tools And Tackles Etc. As Required Providing Lubricants Of Approved Quality And Direction Of Eic. ( Rubber Gasket Will Be Supplied Deptt. Free Of Cost ) 152 250Mm Dia. 153 200Mm Dia. 154 150Mm Dia. 155 Making Flange Joint To Di / Ci Pipes, Specials And Valves Where Necessary With Supply Of Required Rubber Insertion And Nut Bolts, Washers Etc. Of Approved Quality And Type All Complete As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Rate ) . 156 250Mm Dia. 157 200Mm Dia. 158 150Mm Dia. 159 100Mm Dia. 160 80Mm Dia 161 Chamfering The Spigot End Of All Type / Class Of Di Pipe For Proper Using Of Push Joint By Means Of Grinder Set At Site For Proper Joint Etc. All Complete As Per Direction Of Eic. 162 250Mm Dia. 163 200Mm Dia. 164 150Mm Dia. 165 100Mm Dia. 166 80Mm Dia 167 Cutting Di Pipe ( All Class & Type ) To Required Length With Cutting Device Etc. And Grinding The Cutting Portion With File As Per Direction And Satisfaction Of Eic. 168 250Mm.Dia.To 350Mm.Dia Pipe 169 150Mm.Dia.To 200Mm.Dia Pipe 170 80Mm.Dia. To 125Mm.Dia Pipe 171 Supplying Hdpe ( Materials Grade Pe-100 ) Pipes Conforming To Is 4984-1995 With Latest Revision & Amendments If Any With Necessary Hdpe Specials Including Labour Charges For Earth Work In Excavation In Any Kind Of Soil Including Mixed Soil With Boulder, Road Sub-Grade And Aits Flank But Excluding Moorum Laterite Or Sand Stone / Hard Rock Cutting With Chisel Required Including Cutting Road Flank / Brick Pavement Etc. Without Damaging The Exisiting Telephone / Electrical Cable Line Etc. ( In Case Of Damage Of Any Type Of Cable Line By The Agency At The Time Of Execution Necessary Damage Charge As Applicable By The Respective Authority Will Have To Be Brone By The Agency At His Own Cost ) Upto The Depth ( Av. ) So As To Maintain 1.10M.Earth Cushion From Top Of The Pipe Upto G.L. Including Loading Unloading Carrying Lowering Laying Fitting Fixing Carefully Pipes, Valves And Specials With The All Types Of Jointing Materials In Trenches Maintaining Proper Levels And Alignment Jointing The Pipes And Specials By Butt Welding / Adopting Suitable Method ( But Weld Jointing With Help Ofhydraulic Tack And Trimming Machines, Hitter Etc. For Reaching At Necessary Melting Point Of Hdpe Pipe So That Joint Can Be Monolithic ) So As To Facilitate The Maintenance Of Pipe Line Locally As Per Conventional Method In Future. ( A ) Pressure Rating : Pn 6 ( Ii ) Laying Of Pipe Line Including Cost Of Pipe & Fittings / Specials But Excluding Cost Of Valves. 172 200Mm Dia. ( O.D. ) ( Pn - 6.0 / Pe 100 ) 173 180Mm Dia. ( O.D. ) ( Pn - 6.0 / Pe 100 ) 174 160Mm Dia. ( O.D. ) ( Pn - 6.0 / Pe 100 ) 175 140Mm Dia. ( O.D. ) ( Pn - 6.0 / Pe 100 ) 176 125Mm Dia. ( O.D. ) ( Pn - 6.0 / Pe 100 ) 177 110 Mm Dia. ( O.D. ) ( Pn - 6.0 / Pe 100 ) 178 90 Mm Dia. ( O.D. ) ( Pn - 6.0 / Pe 100 ) 179 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) . 180 For Ci / Di Pipe 181 250Mm Dia. 182 200Mm Dia. 183 100Mm Dia. 184 For Hdpe Pipe 185 200Mm Dia ( Od ) 186 180Mm Dia ( Od ) 187 160Mm Dia ( Od ) 188 140Mm Dia ( Od ) 189 125Mm Dia ( Od ) 190 110Mm Dia ( Od ) 191 90Mm Dia ( Od ) 192 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) . 193 For Ci / Di Pipe 194 250Mm Dia. 195 200Mm Dia. 196 100Mm Dia. 197 For Hdpe Pipe 198 200Mm Dia ( Od ) 199 180Mm Dia ( Od ) 200 160Mm Dia ( Od ) 201 140Mm Dia ( Od ) 202 125Mm Dia ( Od ) 203 110Mm Dia ( Od ) 204 90Mm Dia ( Od ) 205 Bituminous Pucca Road ( Approx. 450Mm Depth ) Cutting By Using Gaiti, Chisel, Hammer Etc. And Picking Uip The Withdrawing Excavated Materials And Remove The Same Within Distance Of 30Mtr. At Least All Complete For Fixing / Crossing All Dia Of Pipe Line As Per Direction Of Eic 206 Dismantling All Type Of Plain Cement Concrete Works, Stacking Serviceable Materials Of Site And Removing Rubbish As Directed Within A Lead Of 75 Mtr. For Laying All Dia Pipe Line In Ground Floor, Upto 150 Mm Thick. 207 Upto 150Mm Thick 208 Above 150Mm Thick 209 Making Holes In Two Sides Of Wall Of Culvert / Drain Or Any Other Structuresin Any Places For Laying Any Dia Pipe Line Within Structures Intwo Sides Of Wall Of Culvert / Drain / Any Structure At Any Places And Mending Good Damages All Complete As Per Direction Of Eic. 210 Submission Of Complete Detailed Drawing Of Distribution System, Rising Main Etc. After Execution Of Work Showing Position Of Different Types Of Valves, Fittings / Specials Sluice Valve Chamber With Location, Node To Node Wise In The Sanctioned Drawing As Completion Drawing Of The Water Supply Scheme As Per Direction And Satisfaction Of Eic. The List Of Dia Wise Fitting / Specials, Different Pipes ;Of Valve Used In The Rising Main Should Be Shown In The Completion Drawing ( Not Separate ) With Verified By Sae & Ae In-Charge Of The Scheme. The Above Drawing Will Be Submitted In 5 Copies. 211 Supply And Delivery Of Cidf Sluice Valve ( Special Type ) Pw-1.00 Of Different Dia Make With Ci Double Flanged Non Rusting Spindle Sluice Valves Conforming To Is 14846 -2000 With Latest Emended Having Body Dome / Bonnet And Cover Of C.I.Gr-F.G 210Mtr. Spindle Of Is-6603 G.R- 12 / Gr-13 Non-Magnetic, Nuts Seat Rings Are Of Gunonetal As Per Is:318 Ltb-2 Flanges And Drilled To Is:1538 Part Iv & Vi Valves Are Suitable For Max. Working Pressure Of 10Kg / Cm2 ( Seat Test ) And Body Tested To 15Kg / Cm2. 212 200 Mm Dia. 213 150 Mm Dia. 214 100 Mm Dia. 215 80 Mm Dia. 216 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over 150 Mm. Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ] ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement In Rcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcement Type:- Other Manufactuerers Not Specified ] 217 80 Mm To 150 Mm Dia Pipe 218 200 Mm Dia Pipe 219 Fhtc Providing Fhtcfrom The Existingcl / Di / Upvc / Hdpe / Gi / Ac Distributionpipelineby Installing 10 Mm Nb Gun-Metal Ferrule Conforming To Is 2692:1989 With Latest Amendments On The Said Pipeline With Supply, Fitting & Fixing Of All Other Accessories Like Saddle Piece Of Required Size To Fit The Existing Distribution Pipeline, Specials, Nut & Bolts, Rubber Sheet, Washers Etc And Supply & Laying Of 15Mm Nb Pvc ( Schedule 80 ) / 20Mm Od Hdpe ( Pe100, Pn16 ) / 20Mm Od Ppr-C ( Class - Sdr7.4 / Pn16 ) Pipes Upto Required Length With All Necessary Special5 1.0 Metre Below The Ground Connecting The Ferrule Including Cutting Trenches In All Sorts Of Soil And Filling Up Trenches’ As Per Direction Of The Engineer-In-Charge And Upto A Point Just Inside The Premises Of The Household Or As Directed By Eic. Supply And Installation Of A 15Mm Dia. Alloy Iron Bib Cock ( Tested To 21 Kg / Cm2 ) Above 1.0 Mtr. From Ground, An Alloy Stop Cock Of 15 Mm Dia. With Brass Spindle ( Tested To 21 Kg / Cm2 ) To Be Fitted In A Position As Directed By E.I.C. G.I Pipe Of Tata Make ( Medium Duly ) Of 2 Metre Length With All Necessary Specials To Continue From The End Of The Pvc / Hdpe / Ppr-C Pipe And Upto 1.0 M Above Ground Within The Premises Of Household. 220 Note :1. Pvc Pipe Shall Of Schedule 80 ( Medium Duty ) Conforming To Astmd -1785 And Threaded To Match With Gi Pipes As Per Is : 1239 ( Part - I ) .2. PPr-C ( Poly Propylene Random Copolymer ) Pipe Shall Be 3-Layer Confirming To Is:15801 Uv Stabilised & Anti-Microbial Fusion Welded, Having Thermal Stability For Hot & Cold Water Supply Including All Pp-R Plain & Brass Threaded Polypropylene Random / Fittings.3. Rate Is Exclusive Supply And Delivery Of 10Mm Nb Gun-Metal Ferrule.Supply & Laying Of 15Mm Nb Pvc ( Schedule 80 ) / 20Mm Od Hdpe ( Pe100, Pn16 ) / 30Mm Od Ppr-C ( Class - Sdr7.4 / Pn16 ) Pipes. 221 A ) Upto 10M Length 222 B ) Above 10M Upto 20M Length 223 Supplying, Fitting And Fiing Of 15Mm Nb Pvc ( Schedule 80 ) / 20Mm Od Hdpe ( Pe100, Pn16 ) Pipes For Underground Work And Threaded To Match With Gi Pipes As Per Is : 1239 ( Part - I ) . With All Necessary Accessories, Specials Viz. Socket, Bend, Tee, Union, Cross, Elbo, Nipple, Longscrew, Reducing Socket, Reducing Tee, Short Piece Etc. Fitted Including Cost Of All Materials , Jointing Materials, Cutting Pipes, Making Threads , Cutting Trenches Upto 1.0 Metre Below Surface In All Sorts Of Soil And Refilling The Same As Directed Complete In All Respect. ( Payment Will Be Made On The Centre Line Measurement Of The Total Pipe Line Beyond 20M Including All Specials No Separate Payment Will Be Made For Accessories, Specials. ) 224 Collection Of House Hold Details At Prescribed Format Through Mobile App / Hard Copy Including Geo-Reference As Directed By Eic And Submission Of The Same To Phe Dte In Soft Copy. 225 Making Village Road ( Average 3M Width ) Crossing By Horizontal Auger Boring For Accomodation Of Laying Of Average 3 ( Three ) Nos. 15Mm Dia Gi Pipes For Fhtc Or As Per Direction Of Engineer-In-Charge. 226 Dismantling All Types Of Plain Cement Concrete Works, Stacking Serviceable Materials At Site And Removing Rubbish As Directed Within A Lead Of 75 M. In Ground Floor Including Roof. ( A ) Upto 150 Mm. Thick 227 Supplying, Fitting And Fixing In Position G.I. Pipes Of Non Tata Make For Underground Works With All Necessary Accessories, Specials Viz.Socket, Bend, Tee, Union, Cross, Elbow, Nipple, Short Piece Etc.Including Cost Of All Materials, Jointing Materials , Cutting Pipes, Making Threads, Cutting Trenches Upto 1.5 Metre Below Surface In All Sorts Of Soil And Refilling The Same As Directed With Two Coats Of Painting On G.I. Pipes And Specials With Bituminous Paint Complete In All Respect. ( Payment Will Be Made On The Centre Line Measurement Of The Total Pipe Line Including All Specials No Separate Payment Will Be Made For Accessories, Specials.Payment For Painting Will Be Made Seperately ) ( I ) 15 Mm Dia. Medium Quality. 228 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevant Is Codes. ( B ) River Bazree 229 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M. Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams, Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) . A ) 25 Mm To 30 Mm Thick Shuttering Without Staging In Foundation. 230 Rising Maincarrying Ci / Di Pipes With Specials And Valves And Lowering Placing In Position And Laying Carefully Inside The Trenches In Proper Alignment And Gradient Etc. Including Earth Work In Excavation Of Adequate Width As Per Specification Having Min. Clear Cover From Top Of Pipe Is 1.10Mtr. Below Existing Ground Level In Any Kind Of Soil Including Mixed With Boulder, Road Sub-Grade And Its Flank, But Excluding Moorum And Laterite And Stone Etc.Without Damaging The Exisiting Telephone / Electric Cable Etc. ( In Case Of Damaged If Any Type Of Cable Line During Excecution , Necessary Damaged Charges As Applicable By The Respective Authority Will Be Borne By The Agency In His Own Cost ) Preparing The Bottom Surface For Continuous Bedding Of Pipe Line And Laying Pipes, Fitting, Fixing Specials And Valves With Bailing Out Water If Any Including Carriage Of Pipes, Specials And Valves From Local Deptt. Store Within 8Km And Back Filling The Trenches With Excavated Earth In Layers To Original Condition As Per Specification And Direction Of Eic. The Surplus Materials After Execution Of Work Are To Be Return To The Deptt. Store. 231 150 Mm Dia. ( K-9 ) 232 Making Rubber Gasket Joint To Ci / Di Pipes Maintaining Proper Alignment Level Etc. By Mechanical Arrangement With Or Without Using Mobile Cranes Where Necessary And With Help Of All Other Equipments Tools And Tackles Etc. As Required Providing Lubricants Of Approved Quality And Direction Of Eic. ( Rubber Gasket Will Be Supplied Deptt. Free Of Cost ) 233 150 Mm Dia. 234 Carriage Of Different Type Of Departmental Pipes From Divisional / Sub-Divisional Store To The Work Site By Truck Including Loading, Unloading, Stacking Etc. Including Cost Of Fuel, Lubricant And Also Cost Of Driver, Helper Etc. And All Other Taxes And Charges As Applicable As Per Direction Of Eic 235 Above 5 Km Upto 10 Km 236 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) . 237 A ) For Ci / Di Pipe 238 150 Mm Dia. 239 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) . 240 A ) For Ci / Di Pipe 241 150 Mm Dia. 242 Supply And Delivery Of Cidf Sluice Valve ( Special Type ) Pw-1.00 Of Different Dia Make With Ci Double Flanged Non Rusting Spindle Sluice Valves Conforming To Is 14846 -2000 With Latest Emended Having Body Dome / Bonnet And Cover Of C.I.Gr-F.G 210Mtr. Spindle Of Is-6603 G.R- 12 / Gr-13 Non-Magnetic, Nuts Seat Rings Are Of Gunonetal As Per Is:318 Ltb-2 Flanges And Drilled To Is:1538 Part Iv & Vi Valves Are Suitable For Max. Working Pressure Of 10Kg / Cm2 ( Seat Test ) And Body Tested To 15Kg / Cm2. 243 150 Mm Dia. 244 Making Flange Joint To Cidf Pipe, Specials, Valves Etc.With Supply Of Necessary Nuts And Bolts, Rubber Insertion Of 6Kg / M2 ( 3Mm Gauge ) And Materials Required Including Dewatering If Any Tools And Plants, Labour Cost Etc. As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Make ) For 245 80 Mm Dia. 246 100 Mm Dia. 247 150 Mm Dia. 248 200 Mm Dia. 249 Supply Of Ci Jeffy Coupling As Per Is Specification. 250 100 Mm Dia. 251 150 Mm Dia. 252 200 Mm Dia. 253 Labour Charges For Jeffy Joint Of All Diameter. 254 Supply At Site / Local Store Cipe And Ciss Specials As Per Relevant Is Specification With Latest Smendments Including Cost Of Loading, Carring, Unloading, Stacking Peoperly And Sales Tax & All Other Charges Etc. Complete As Per Direction Of Eic ( Mode Of Measurement Will Be On Book Weight ) & Specials. 255 Supply The Following Materials For Connection Of Inlet, Outlet, Overflow, Washout Of Ohr As Per Deptt. Drawings. ( A ) Cidf Pipe Class-B As Per I.S. 7181-1986 With Latest Revision. 256 Supply The Following Materials For Connection Of Inlet, Outlet, Overflow, Washout Of Ohr As Per Deptt. Drawings. ( B ) Cidf Duck Foot Bend As Per I.S. 1538 1976 With Latest Revision. ( C ) Cidf Bell Mouth Pes. With Puddle Collar As Per Isi 1538-1976 With Latest Revision ( D ) C.I.D.F 90° Bend As Per I.S.1538 ( Part-Xxi ) -1976 With Latest Amended. 257 Labour For Horizontal Boring Under Pacca Road Etc. For Laying Of Gi / Ci / Di Pipeline Thorugh Horizontal Boring Including All Labour Tools And Plants And All Incidental Charges Complete As Per Direction Of Eic. 258 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over150mm.Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement In Rcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcement Type:- Other Manufactuerers Not Specified ] 259 80 Mm To 150 Mm Dia Pipe 260 Chamfering The Spigot End Of All Type / Class Of Di Pipe For Proper Using Of Push Joint By Means Of Grinder Set At Site For Proper Joint Etc. All Complete As Per Direction Of Eic. 261 100 Mm Dia. 262 150 Mm Dia. 263 200 Mm Dia. 264 Cutting Di Pipe ( All Class & Type ) To Required Length With Cutting Device Etc. And Grinding The Cutting Portion With File As Per Direction And Satisfaction Of Eic. 265 80 Mm Dia. To 125 Mm Dia Pipe 266 150 Mm Dia. To 200 Mm Dia Pipe 267 Bituminous Pucca Road ( Approx. 450Mm Depth ) Cutting By Using Gaiti, Chisel, Hammer Etc. And Picking Uip The Withdrawing Excavated Materials And Remove The Same Within Distance Of 30Mtr. At Least All Complete For Fixing / Crossing All Dia Of Pipe Line As Per Direction Of Eic 268 Making Holes In Two Sides Of Wall Of Culvert / Drain Or Any Other Structures In Any Places For Laying Any Dia Pipe Line Within Structures Intwo Sides Of Wall Of Culvert / Drain / Any Structure At Any Places And Mending Good Damages All Complete As Per Direction Of Eic. 269 Dismantling All Types Of Plain Cement Concrete Works, Stacking Serviceable Materials At Site And Removing Rubbish As Directed Within A Lead Of 75 M. In Ground Floor Including Roof. ( A ) Upto 150 Mm. Thick 270 ( B ) Above 150 Mm. Thick 271 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevant Is Codes. ( B ) River Bazree 272 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundation And Upto Roof Of Ground Floor / Upto 4 M ( I ) Tor Steel / Mild Steel Jsw / Jspl / Shyam / Srmb / Bmasl / Elecrosteel / Ssl 273 Ordinary Cement Concrete ( Mix 1:1.5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. ( Ii ) River Bazree 274 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams And Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) ( F ) 25 Mm To 30 Mm Shuttering Without Staging In Foundation 275 Submission Of Complete Detailed Drawing Of Distribution System, Rising Main Etc. After Execution Of Work Showing Position Of Different Types Of Valves, Fittings / Specials Sluice Valve Chamber With Location, Node To Node Wise In The Sanctioned Drawing As Completion Drawing Of The Water Supply Scheme As Per Direction And Satisfaction Of Eic. The List Of Dia Wise Fitting / Specials, Different Pipes ;Of Valve Used In The Rising Main Should Be Shown In The Completion Drawing ( Not Separate ) With Verified By Sae & Ae In-Charge Of The Scheme. The Above Drawing Will Be Submitted In 5 Copies.
