Execution Of Different Works Related To Atpukuri Pipe Water Supply Scheme Under Jal Jeevan Mission-1 450 Ohrearth 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. 2 Depth Of Excavation Not Exceeding 1.5 Mtr. But Not Requiring Shoring 3 Beyond 1.5 Mtr. Upto 3.0 Mtr.But Not Requiring Shoring 4 Hire And Labour Charges For Shoring Work ( Including Necessary Close Plank Walling, Framing, Salbulla Piling, Strutting Etc. ) Complete As Per Direction Of The Eic For Foundation Excavation. ( Vertical Surface Area In Contact With Supported Earth Is To Be Measured. ) This Item Should Be Executed On Specific Direction Of The Eic. For Depth Upto 1.5 M 5 For Additional Depth Beyond 1.5 M And Upto 3.00 M 6 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. 7 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 ) 8 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. 9 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. From …...Concidaring 73 Km.A ) Pakur / ( Up To Ground Level ) . 10 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 Gradepakur Varietyfor Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto4 Mtr ( Column, Bracing ) 11 4 M To 8 M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 12 8 M To 12 M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 13 12 M To 16M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 14 16 M To 20 M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 15 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 ( 16 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 Variety16 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 ( 17 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 ( 18 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 Glabove 25 Mm And Upto 30 Mm Wooden Shuttering As Per Direction Of Eic. 19 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 ) . 20 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. 21 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 / Rinlfor Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto 4 M. 22 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 23 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 24 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 25 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 26 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 27 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. 28 ( 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 29 ( 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. 30 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. 31 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 32 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. ( A ) 25 Mm Thick. ( Reservoir Inside Floor & Wall, Walk Way Floor, Cc Step, Platform Landing ) . 33 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. @ 1.5%Extra Of ( D ) 34 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 35 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 And 2 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. 36 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 ) 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. 37 Horn Gap Lighting Arrestor Complete Parts And Pin Insulators Supplying, Fitting Fixing All Complete As Per Direction Of E.I.C. 38 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 ) With 1:4 Cement Mortar 15Mm Thick Plaster. From 16M To 20M Of Reservoir 39 With 1:4 Cement Mortar 15Mm Thick Plaster. From 20M And Above Of Reservoir 40 With 1:3 Cement Mortar 10Mm Thick Plaster Above 20 M & Above 41 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 ) One Coat Gl To 4 M 42 4M To 8 M 43 8 M To 12 M 44 12 M To 16M 45 16 M To 20 M 46 Above 20 M 47 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.Gl To 4 M 48 4M To 8 M 49 8 M To 12 M 50 12 M To 16M 51 16 M To 20 M 52 Above 20 M 53 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 ] 80-150 Mm Dia 54 200 Mm Dia. 55 250-350 Mm Dia 56 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.150 Mm Dia 57 200 Mm Dia. 58 300 Mm Dia 59 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.100 Mm Dia. 60 200 Mm Dia 61 300 Mm Dia 62 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.100 Mm Dia. 63 200 Mm Dia 64 300 Mm Dia 65 Fitting, Fixing Duck Foot 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. 150 Mm Dia ( Base Size 200Mm X200mm X 350 Mm Deep ) 66 200Mm.Dia ( Base Size 250Mmx250mmx400mm.Deep ) 67 300Mm.Dia ( Base Size 350Mmx350mmx500mm.Deep ) 68 Hoisting, Fitting, Fixing Of Bell Mouth With Puddle Collar In Rcc Work Complete In All Respect As Per Drawing, Specification And Direction Of Eic. 100 Mm Dia. 69 200 Mm Dia. 70 300 Mm Dia 71 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 ) For100 Mm Dia. 72 200 Mmdia. 73 300 Mm Dia 74 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 ) 75 Disinfection & Washing The Tank And Pipe Connections Including Cleaning The Inside Of The Tank Etc Complete. 76 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. 77 ( 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 ] 78 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. 79 Supplying And Laying Standard Four Course Bituminous Water Proofing Treatment As Per Specification Laid Down In I.S. 1346 - 1991 To Be Finished With Pea Size Gravel Including Necessary Preparatory Works Such As Shaping Mouth Of Outlets, Cutting As And Where Necessary And Refilling With Sand And Cement Mortar ( 4:1 ) Or Cement Concrete ( 1:2:4 ) With Graded Stone Chips Before Undertaking The Treatment Including Cutting Grooves In Parapet And Inserting Edge Of Felt And Mending Good Damage Complete In All Respect As Per Direction Of Engineer - In - Charge Including Cost Of All Materials And Labours And Incidental Charges But Excluding The Cost Of Cement Mortar Or Concrete Required For Levelling And Grading. ( In Sloped Roof Course Sand Of Approved Varieties Is To Be Used In Place Of Pea Size Gravels As Fourth And Final Course. ) I ) 1St And 3Rd Course With Bonding Materials Of Hot Applied Industrial Blown Type Bitumen Of Grade 85 / 25 Or 90 / 15 Conforming To I.S.702 - 1988 @ 12Kg / 10Sqm On Each Layer.Ii ) 2Nd Course With Hessian Base Self Finished Bitumen Type3r.-I Conforming To I.S. 1322-1993 ( Weighing 23Kg / 10Sqm Gross With Bitumen Content 12.10Kg / 10Sqm ) Tested Under The Provision Of I.S. 13826 - 1993 Part Vii.Iii ) 4Th Course With Washed And Clean Pea Sized Gravel Or Grit @ 0.006 Cum / Sqmb. Over Sloped Roof. 80 ( 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 ) 81 Supply The Following Materials For Connection Of Inlet, Outlet, Overflow And Delivery Line Of Orh Asper Departmental Drawing. A ) C.I.D.F. Pipe As Per I.S.7181 - 1986 With Letest Revision. 82 Bituminous Filer Of Approved Type In Excavation Joint Between The Shell Wall & Roof Including Finishing The Top Surface As Per ;Drawing, Specification And Direction Of Eic 83 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 84 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. 85 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. ( C ) 40Mm X 6 Mm, 125 Mm Length 86 ( 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 ) Grill Weighing Above 10 Kg. / Sq.M And Upto 16 Kg. / Sq. M. 87 Grill Weighing Above 16 Kg. / Sq.Mtr And Above 88 Welding In M.S Structurral Work Gas Or Electric Continuous Weld 89 Priming One Coat On Timber Or Plaster Surface With Synthetic Oil Bound Primer Of Approved Quality Includingsmoothening Surfaces By Sand Papering Etc. 90 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 ) 91 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 :On Timber Or Plastered Surfacewith Super Gloss ( Hi-Gloss ) Two Coat ( With Any Shade Except White ) 92 On Steel Or Other Metal Surface: With Super Gloss ( Hi-Gloss ) Two Coat ( Any Shade Except White ) 93 A ) Earthing With 50Mm.Dia G.I. Pipe3.64Mm.Thick X 3Mtr. ( 10”-0” ) Long And L;1 X 4Swg G.I. ( Hot Dip ) Wire 4Mtr. Long 13Mm. Dia X 80Mm.Long G.I.Bolts, Double Nuts , Washer Including S&F 15Mm.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. B ) By Tata Medium G.I.Pipe. 94 Supplying Hdpe ( Materials Grade Pe-100 ) Pipes Conforming To Is 49841995 With Latest Revision & Amendments If Any With Necessary Specials ( Excluding Cost Of Cidf Valves ) 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 Of Hydraulic 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 ( I ) Laying Of Pipe Line Including Cost Of Pipe Only Excluding Cost Of Specials / Fittings Valves.B ) 90Mm ( Od ) 95 B ) 110 Mm ( Od ) 96 C ) 125Mm ( Od ) 97 D ) 225 Mm ( Od ) 98 E ) 250 Mm ( Od ) 99 E ) 280 Mm ( Od ) 100 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 ) .B ) For Upvc / Hdpe Pipea ) 90 Mm ( Od ) 101 B ) 110 Mm ( Od ) 102 C ) 125Mm ( Od ) 103 D ) 225 Mm ( Od ) 104 E ) 250 Mm ( Od ) 105 E ) 280 Mm ( Od ) 106 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 ) .B ) For Upvc / Hdpe Pipea ) 90 Mm ( Od ) 107 B ) 110 Mm ( Od ) 108 C ) 125Mm ( Od ) 109 D ) 225 Mm ( Od ) 110 E ) 250 Mm ( Od ) 111 E ) 280 Mm ( Od ) 112 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 ) .B ) 80 Mm Dia. 113 E ) 100 Mm Dia. 114 B ) 150 Mm Dia. 115 C ) 200 Mm Dia. 116 E ) 250 Mm Dia. 117 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 ] I ) 80 Mm To 150 Mm Dia Pipe 118 I ) 200 Mm Dia Pipe 119 I ) 250-350 Mm Dia Pipe 120 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. 121 Making Barricading Of Excavation Trenches Of Road Width Upto 15Mtr. To Avoid Any Accident By Providing 75Mm Dia Bamboo Post Placed Vertically & Horizontally With The Help Of 6”Size Iron Rail As Per Direction And Satisfaction Of Eic. ( Applicable Where Critical Situation Arise And Take Up The Work As Per Direction Of Eic ) 122 Labour For Horizontal Boring Under Pucca Road Etc…………....For Laying Of Pipe.I ) Up To 150 Mm Dia. ( Ci / Di / Ac / Gi ) / 180 Mm O.D Upvc & Hdpe 123 Making Village Roadcrossing ( Average 3 M Width ) By Horizontal Augor Boring For Accmodation Of Laying Of Average 3 ( Three ) Nos 15 Mm Dia Gi Pipe For Fhtc Or As Per Direction Of Eic. 124 Dismantling All Types Of Plain Cementconcrete Works, Stacking Serviceablematerials At Site And Removing Rubbish Asdirected Within A Lead Of 75 Min Ground Floor Including Roof. ( A ) Upto 150 Mm. Thick 125 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. 126 Making Lighting Arrangement For Continuation Work During Night Including All Charges ( Applicable Exclusively For Emergency Situation And As Per Direction Of Eic. ) 127 Fhtc Z-Iproviding Fhtc From The Existing Ci / Di / Upvc / Hdpe / Gi / Ac Distribution Pipeline By Installing 10 Mm Dia Nb Gun Metal Ferrule Conforming To Is 2692:1989 With Latest Amendments On Thesaid Pipeline And All Othersaccessories Like Saddle Piece Of Require Size To Fit The Existing Distribution Pipeline , Specials, Nut & Bolts Rubber Sheet , Washer Etc.And Laying15 Mm Nb Pvc ( Schedule 80 ) / 20 Mm Od Hdpe ( Pe 100 , Pn16 ) / 20 Mm Od Ppr-C ( Class -Sdr 7.4 / Pn16 ) Pipes Uptorequired Length With All Necessary Specials1.0 Metre Below The Ground Connecting Ferrule Including Cutting Trenches In All Sorts Of Soil And Filling Up Trenches As Per Directionsof The Engineer-In-Charge And Upto A Point Just Inside The Premises Of The House Hold Or As Directed By Eic. Supply And Installation Of A L5mm Dia. Alloy Ironbib Cock ( Tested To 2T Kg / Cm2 ) Above 1.0 Mtr. Frorn Ground, An Alloy Stop Cock Of 15 Mm Diawith Brass Spindle ( Tested Ta 21 Kg / Cm2 ) To Be Fitted In A Position As Directed By E.I.C. G.L Pipe Of Tata Make ( Mediurn Duty ) 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.Note:1. Pvc Pipe Shall Of Schedule 80 ( Medium Duty ) Conforming To Astmd -1785And Threaded To Match With Gl Pipes As Per Is : 1239 ( Part - I ) .2. Ppr-C ( Poly Propylene Randam Copolymer ) Pipe Shall Be 3-Layer Confirming To Is :15801 Uv Stabilised & Anti-Microbiol Fusion Welded, Having Thermal Stabitity For Hot & Cold Water Supply Including All Pp-R Plain & Brass Threaded Porypropylene Random / Fittings . 3. Rate Is Exclusive Of Supply And Deliveryof10 Mm Nb Gun-Metal Ferrule.Supply & Laying Of 15Mm Nb Pvc ( Schedule 80 ) / 20Mm Od Hdpe ( Pe 100, Pn16 ) / 20 Mm Od Ppr-C ( Class -Sdr7.4 / Pn19 ) Pipes.B ) Above 10 M Upto 20 M Length 128 Fhtc Z-Iiproviding Fhtc From The Existing Ci / Di / Upvc / Hdpe / Gi / Ac Distribution Pipeline By Installing 10 Mm Dia Nb Gun Metal Ferrule Conforming To Is 2692:1989 With Latest Amendments On Thesaid Pipeline And All Othersaccessories Like Saddle Piece Of Require Size To Fit The Existing Distribution Pipeline , Specials, Nut & Bolts Rubber Sheet , Washer Etc.And Laying15 Mm Nb Pvc ( Schedule 80 ) / 20 Mm Od Hdpe ( Pe 100 , Pn16 ) / 20 Mm Od Ppr-C ( Class -Sdr 7.4 / Pn16 ) Pipes Uptorequired Length With All Necessary Specials1.0 Metre Below The Ground Connecting Ferrule Including Cutting Trenches In All Sorts Of Soil And Filling Up Trenches As Per Directionsof The Engineer-In-Charge And Upto A Point Just Inside The Premises Of The House Hold Or As Directed By Eic. Supply And Installation Of A L5mm Dia. Alloy Ironbib Cock ( Tested To 2T Kg / Cm2 ) Above 1.0 Mtr. Frorn Ground, An Alloy Stop Cock Of 15 Mm Diawith Brass Spindle ( Tested Ta 21 Kg / Cm2 ) To Be Fitted In A Position As Directed By E.I.C. G.L Pipe Of Tata Make ( Mediurn Duty ) 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.Note:1. Pvc Pipe Shall Of Schedule 80 ( Medium Duty ) Conforming To Astmd -1785And Threaded To Match With Gl Pipes As Per Is : 1239 ( Part - I ) .2. Ppr-C ( Poly Propylene Randam Copolymer ) Pipe Shall Be 3-Layer Confirming To Is :15801 Uv Stabilised & Anti-Microbiol Fusion Welded, Having Thermal Stabitity For Hot & Cold Water Supply Including All Pp-R Plain & Brass Threaded Porypropylene Random / Fittings . 3. Rate Is Exclusive Of Supply And Deliveryof10 Mm Nb Gun-Metal Ferrule.Supply & Laying Of 15Mm Nb Pvc ( Schedule 80 ) / 20Mm Od Hdpe ( Pe 100, Pn16 ) / 20 Mm Od Ppr-C ( Class -Sdr7.4 / Pn19 ) Pipes.B ) Above 10 M Upto 20 M Length 129 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. 130 Depth Of Excavation Not Exceeding 1.5 Mtr. But Not Requiring Shoring 131 Beyond 1.5 Mtr. Upto 3.0 Mtr.But Not Requiring Shoring 132 Hire And Labour Charges For Shoring Work ( Including Necessary Close Plank Walling, Framing, Salbulla Piling, Strutting Etc. ) Complete As Per Direction Of The Eic For Foundation Excavation. ( Vertical Surface Area In Contact With Supported Earth Is To Be Measured. ) This Item Should Be Executed On Specific Direction Of The Eic. For Depth Upto 1.5 M 133 For Additional Depth Beyond 1.5 M And Upto 3.00 M 134 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. 135 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 ) 136 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. 137 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. From …...Concidaring 73 Km.A ) Pakur / ( Up To Ground Level ) . 138 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 Gradepakur Varietyfor Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto4 Mtr ( Column, Bracing ) 139 4 M To 8 M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 140 8 M To 12 M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 141 12 M To 16M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 142 16 M To 20 M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 143 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 ( 144 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 Variety16 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 ( 145 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 ( 146 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 Glabove 25 Mm And Upto 30 Mm Wooden Shuttering As Per Direction Of Eic. 147 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 ) . 148 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. 149 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 / Rinlfor Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto 4 M. 150 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 151 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 152 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 153 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 154 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 155 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. 156 ( 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 157 ( 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. 158 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. 159 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 160 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. ( A ) 25 Mm Thick. ( Reservoir Inside Floor & Wall, Walk Way Floor, Cc Step, Platform Landing ) . 161 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. @ 1.5%Extra Of ( D ) 162 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 163 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 And 2 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. 164 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 ) 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. 165 Horn Gap Lighting Arrestor Complete Parts And Pin Insulators Supplying, Fitting Fixing All Complete As Per Direction Of E.I.C. 166 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 ) With 1:4 Cement Mortar 15Mm Thick Plaster. From 16M To 20M Of Reservoir 167 With 1:4 Cement Mortar 15Mm Thick Plaster. From 20M And Above Of Reservoir 168 With 1:3 Cement Mortar 10Mm Thick Plaster Above 20 M & Above 169 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 ) One Coat Gl To 4 M 170 4M To 8 M 171 8 M To 12 M 172 12 M To 16M 173 16 M To 20 M 174 Above 20 M 175 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.Gl To 4 M 176 4M To 8 M 177 8 M To 12 M 178 12 M To 16M 179 16 M To 20 M 180 Above 20 M 181 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 ] 150 Mm Dia 182 100 Mm Dia. 183 250 Mm Dia 184 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.150 Mm Dia 185 100 Mm Dia. 186 250 Mm Dia 187 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.150 Mm Dia. 188 100 Mm Dia. 189 250 Mm Dia 190 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.100 Mm Dia. 191 150 Mm Dia 192 250 Mm Dia 193 Fitting, Fixing Duck Foot 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 Respect100mm.Dia 194 150 Mm Dia 195 250 Mm Dia 196 Hoisting, Fitting, Fixing Of Bell Mouth With Puddle Collar In Rcc Work Complete In All Respect As Per Drawing, Specification And Direction Of Eic. 100 Mm Dia. 197 150 Mm Dia 198 250 Mm Dia 199 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 ) For100 Mm Dia. 200 150 Mm Dia 201 250 Mm Dia 202 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 ) 203 Disinfection & Washing The Tank And Pipe Connections Including Cleaning The Inside Of The Tank Etc Complete. 204 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. 205 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. 206 Supplying And Laying Standard Four Course Bituminous Water Proofing Treatment As Per Specification Laid Down In I.S. 1346 - 1991 To Be Finished With Pea Size Gravel Including Necessary Preparatory Works Such As Shaping Mouth Of Outlets, Cutting As And Where Necessary And Refilling With Sand And Cement Mortar ( 4:1 ) Or Cement Concrete ( 1:2:4 ) With Graded Stone Chips Before Undertaking The Treatment Including Cutting Grooves In Parapet And Inserting Edge Of Felt And Mending Good Damage Complete In All Respect As Per Direction Of Engineer - In - Charge Including Cost Of All Materials And Labours And Incidental Charges But Excluding The Cost Of Cement Mortar Or Concrete Required For Levelling And Grading. ( In Sloped Roof Course Sand Of Approved Varieties Is To Be Used In Place Of Pea Size Gravels As Fourth And Final Course. ) I ) 1St And 3Rd Course With Bonding Materials Of Hot Applied Industrial Blown Type Bitumen Of Grade 85 / 25 Or 90 / 15 Conforming To I.S.702 - 1988 @ 12Kg / 10Sqm On Each Layer.Ii ) 2Nd Course With Hessian Base Self Finished Bitumen Type3r.-I Conforming To I.S. 1322-1993 ( Weighing 23Kg / 10Sqm Gross With Bitumen Content 12.10Kg / 10Sqm ) Tested Under The Provision Of I.S. 13826 - 1993 Part Vii.Iii ) 4Th Course With Washed And Clean Pea Sized Gravel Or Grit @ 0.006 Cum / Sqmb. Over Sloped Roof. 207 Supply The Following Materials For Connection Of Inlet, Outlet, Overflow And Delivery Line Of Orh Asper Departmental Drawing. A ) C.I.D.F. Pipe As Per I.S.7181 - 1986 With Letest Revision. 208 Bituminous Filer Of Approved Type In Excavation Joint Between The Shell Wall & Roof Including Finishing The Top Surface As Per ;Drawing, Specification And Direction Of Eic 209 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 210 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. 211 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. ( C ) 40Mm X 6 Mm, 125 Mm Length 212 ( 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 ) Grill Weighing Above 10 Kg. / Sq.M And Upto 16 Kg. / Sq. M. 213 Grill Weighing Above 16 Kg. / Sq.Mtr And Above 214 Welding In M.S Structurral Work Gas Or Electric Continuous Weld 215 Priming One Coat On Timber Or Plaster Surface With Synthetic Oil Bound Primer Of Approved Quality Includingsmoothening Surfaces By Sand Papering Etc. 216 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 ) 217 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 :On Timber Or Plastered Surfacewith Super Gloss ( Hi-Gloss ) Two Coat ( With Any Shade Except White ) 218 On Steel Or Other Metal Surface: With Super Gloss ( Hi-Gloss ) Two Coat ( Any Shade Except White ) 219 A ) Earthing With 50Mm.Dia G.I. Pipe3.64Mm.Thick X 3Mtr. ( 10”-0” ) Long And L;1 X 4Swg G.I. ( Hot Dip ) Wire 4Mtr. Long 13Mm. Dia X 80Mm.Long G.I.Bolts, Double Nuts , Washer Including S&F 15Mm.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. B ) By Tata Medium G.I.Pipe. 220 Supplying Hdpe ( Materials Grade Pe-100 ) Pipes Conforming To Is 49841995 With Latest Revision & Amendments If Any With Necessary Specials ( Excluding Cost Of Cidf Valves ) 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 Of Hydraulic 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 ( I ) Laying Of Pipe Line Including Cost Of Pipe Only Excluding Cost Of Specials / Fittings Valves.B ) 90Mm ( Od ) 221 B ) 110 Mm ( Od ) 222 C ) 125Mm ( Od ) 223 D ) 180 Mm ( Od ) 224 E ) 200 Mm ( Od ) 225 E ) 225 Mm ( Od ) 226 E ) 250 Mm ( Od ) 227 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 ) .B ) For Upvc / Hdpe Pipea ) 90 Mm ( Od ) 228 B ) 110 Mm ( Od ) 229 C ) 125Mm ( Od ) 230 D ) 180 Mm ( Od ) 231 E ) 200 Mm ( Od ) 232 E ) 225 Mm ( Od ) 233 E ) 250 Mm ( Od ) 234 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 ) .B ) For Upvc / Hdpe Pipea ) 90 Mm ( Od ) 235 B ) 110 Mm ( Od ) 236 C ) 125Mm ( Od ) 237 D ) 180 Mm ( Od ) 238 E ) 200 Mm ( Od ) 239 E ) 225 Mm ( Od ) 240 E ) 250 Mm ( Od ) 241 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 ) .B ) 80 Mm Dia. 242 E ) 100 Mm Dia. 243 B ) 150 Mm Dia. 244 C ) 200 Mm Dia. 245 E ) 250 Mm Dia. 246 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 ] I ) 80 Mm To 150 Mm Dia Pipe 247 I ) 200 Mm Dia Pipe 248 I ) 250-350 Mm Dia Pipe 249 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. 250 Making Barricading Of Excavation Trenches Of Road Width Upto 15Mtr. To Avoid Any Accident By Providing 75Mm Dia Bamboo Post Placed Vertically & Horizontally With The Help Of 6”Size Iron Rail As Per Direction And Satisfaction Of Eic. ( Applicable Where Critical Situation Arise And Take Up The Work As Per Direction Of Eic ) 251 Labour For Horizontal Boring Under Pucca Road Etc…………....For Laying Of Pipe.I ) Up To 150 Mm Dia. ( Ci / Di / Ac / Gi ) / 180 Mm O.D Upvc & Hdpe 252 Making Village Roadcrossing ( Average 3 M Width ) By Horizontal Augor Boring For Accmodation Of Laying Of Average 3 ( Three ) Nos 15 Mm Dia Gi Pipe For Fhtc Or As Per Direction Of Eic. 253 Dismantling All Types Of Plain Cementconcrete Works, Stacking Serviceablematerials At Site And Removing Rubbish Asdirected Within A Lead Of 75 Min Ground Floor Including Roof. ( A ) Upto 150 Mm. Thick 254 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. 255 Making Lighting Arrangement For Continuation Work During Night Including All Charges ( Applicable Exclusively For Emergency Situation And As Per Direction Of Eic. )
