Execution Of Different Works Related To Putiabaro Masia Zone 1 Pwss Under Jal Jeevan Mission - Tubewelldrilling By Reverse Rotary Method Of Drilling Using 9 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 Including Cost Of Fuels And Lubricants Etc. As Required For Drilling. 2 Rate For Drilling By 17.5 Dia. Bita ) From 6 Mtr. To 60 Mtr. 3 60 Mtr. To 90 Mtr. 4 90 Mtr. To 120 Mtr. 5 120 Mtr. To 144 Mtr. 6 Electro-Logging Charge. 7 Supply And Delivery Of Washed Gravels Size Ranging From 1.80 Mm To 4.74 Mm. Conforming To Is 4097 : 1967. 8 Site 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. 9 Transportation Cost Of Drilling Equipment And Accessories Rig Machine Etc. Including Cost Of Fuel, Lubricant & Loading Unloading The Materials From Store / Stack Yard / Suppliers Godown And Unloading / Stacking The Same At Site. ( Upto 60.0 Km Distance ) 10 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 11 Cost Of Consumables For Drilling Rigs And Machineries. 12 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) A ) 250 Mm Dia. 13 B ) 200 Mm Dia. 14 Supply And Delivery Of Upvc Deep Well Screen ( Rds ) Pipes With Ribs Conforming To Is 12818:2010 . ( Cipet Certified ) A ) 200 Mm Dia. 15 Supply And Delivery Of Upvc Reducera ) 250Mm X 200 Mm Dia. 16 Supply And Delivery Of Upvc Capa ) 200 Mm Dia. 17 B ) 250 Mm Dia. 18 Supply And Delivery Of M.S. Housing Clamp 250 Mm Dia. 19 Supply And Delivery Of M.S .Centre Guide ( Special Type ) . 20 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 Including To & Fro Transportation Cost And Cost Of Fuels, Lubricants & Labour Etc. 21 Water Sample Collection And Chemical Test Including Arsenic Test. 22 Protective Sealing The Annular Space Between Tube Well Pipes & The Bore By Bentonite Clay Balls / Cement Slurry Above The Shrouded Gravels ( 3 M. Height ) . 23 Packing The Annular Space Between The Outsides Of The Housing Pipe & The Bore With Puddle Clay Balls Of Approved Size As Per Direction Of E.I.C. Including Cost Of All Materials, Labour Complete. 24 Supply And Delivery Of Bentonite Powder Conforming To Is 6186 :1986. 25 Labour For Making Arrangement For Showing Verticality Test Including The Cost For Hire Charges Of Tools And Plants, Scafolding, Labour Etc. All Complete 26 Mobilisation Charges Of All Tools & Plants Along With Accessories, Material, Labour, Supervision Etc. At Site Of Work Required In Connection With Boring And Testing Work, Including Setting Up Boring Rigs And Shifting To Different Bore-Hole Points Etc. And Also Including Withdrawal Of Same From The Site After Completion Of Work, Complete As Per Direction Of Engineer-In-Charge.B ) Detailed Investigation 27 Labour For Making Bore-Holes Of 150Mm To 250Mm Dia. By Any Standard Method To Any Depth Below Ground Level / Bed Level In All Kinds Of Soil Like Clay, Silt, Sand, Stiff Clay, Mixed Soils Etc. Except Rocks ( For The Purpose Of Collecting Disturbed & Un Disturbed Soil Samples, Conducting Standard Penetration Test At Suitable Intervals Etc. ) Including Preparation And Submission Of Bore-Log As Per Irc : 75 And 78 And Clause 2400 Of Specifications For Road & Bridge Works ( 5Th Revision ) , Published By Irc, And Also Including Hire Charges Of Tools And Plants Complete As Per The Direction Of Engineer-In-Charge.A ) When Casing Pipe Is Used To Prevent Collapse Of Bore Hole ( Casing Pipe To Be Finally Withdrawn ) ( I ) Depth 0M To 10M 28 Iii ) Collection Of Samples From The Bore Hole Made As Per B-A ( A ) Undisturbed 29 ( B ) Disturbed 30 Vi ) Standard Penetration Tests ( S.P.T. ) By Split Spoon Sampler In The Bore Hole As Per Is 2131. ( I ) 0.0M - 10.0M 31 A. Laboratory Investigation: I ) Liquid Limit As Per Is 2720 ( Part – V ) . 32 Ii ) Plastic Limit As Per Is 2720 ( Part – V ) 33 Iii ) Grain Size Analysis By Sieving As Per Is 2720 ( Part – Iv ) 34 Iv ) Grain Size Analysis By Hydrometer Method Asper Is 2720 ( Part – Iv ) . 35 V ) Determination Of Water Content As Per Is2720 ( Part – Ii ) 36 Vi ) Determination Of Specific Gravity As Per Is2720 ( Part – Iii ) . 37 Vii ) Direct Shear Test As Per Is 2720 ( Part – Xiii ) . 38 Viii ) Determination Of Unconfined Compression Strength As Per Is 2720 ( Part – X ) .A ) Undisturbed 39 Xiv ) Determination Of Consolidation Properties As Per Is 2720 ( Part – Xiv ) . 40 B ) Determination Of Shear Strength Parameters Of A Specimen Tested In Consolidated Undrained Tri-Axial Compression Test With Measurement Of Pore Water Pressure As Per Is 2720 ( Part – Xii ) . 41 C ) Determination Of Shear Strength Parameters Of A Soil From Consolidated Drained Test As Per Is 2720 ( Part – X ) 42 Tri-Axial Shear Test.A ) Determination Of Shear Strength Parameters Of A Specimen Tested In Unconsolidated Undrained Tri-Axial Compression Without Measurement Of Pore Water Pressure As Per Is 2720 ( Part-Xi ) . 43 Preparation And Submission Of Report In 6 ( Six ) Copies, Giving All Relevant Information Data Like Site Plan, Bore Log And Water Table, Test Results, Calculations, Discussions, Suggestions And Recommendations In Respect Of Suitable Foundation Etc. Including Determination Of Silt Factor Calculation Of Waterways And Complete Design Of Foundation Including Analysis Of Bearing Capacities And Settlements In Bound And Presentable Form Complete As Per Direction Of Engineer-In-Charge.B ) Detailed Investigation 44 Carriage Of All Disturbed & Undisturbed Samples From Site Of Work To The Divisional Office Or Elsewhere Including Loading And Unloading As Per Direction Of Engineer-In-Charge. Detailed Investigation. 45 Rising Cum Delivery Mainsupply Of Cidf & Specials As Per Is 1338-1992 46 Supply And Delivery Of Cidf Sluice Valve As Per I.S 14484-2000 ( Upadhaya / L&T / Kirlosker / Venus / Hazra ) I.S.I Make P.N -1.6.I ) 150 Mm Dia. 47 Ii ) 200 Mm Dia. 48 Iii ) 250 Mm Dia. 49 Supply Of C.I. Jeffy Coupling ( Flexible ) Joint Complete With Studtsnuts Bolts, Rubbon Sealing Reing As Per I.S.Specification.I ) 150 Mm Dia. 50 Ii ) 200 Mm Dia. 51 Iii ) 250 Mm Dia. 52 Carrying 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.N.B: I ) Any Deviation From Required Clear Cover Of 1.10Mtr., Due To Site Adverse Condition, Prior Permission Is To Be Obtained From The Eic In Exceptional Situation And Payment Will Be Made On Prorate Basis Over The Rate Of Entire Itemii ) No Payment Will Be Made Without Hydraulic Test Of The Pipe Line Either Part Or Fulliii ) The Pipes, Specials And Valves , Rubber Gasket Will Be Supplied Deptt. Free Of Cost.B ) 80 Mm Dia. 53 150 Mm Dia 54 200 Mm Dia 55 250 Mm Dia 56 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 ) .80 Mm Dia 57 150 Mm Dia 58 200 Mm Dia 59 250 Mm Dia 60 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 ) .80 Mm Dia 61 150 Mm Dia 62 200 Mm Dia 63 250 Mm Dia 64 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 65 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 ) B ) 150 Mm Dia. 66 C ) 200 Mm Dia. 67 E ) 250 Mm Dia. 68 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 ) 100 Mm Dia. 69 A ) 80 Mm Dia. 70 C ) 150 Mm Dia. 71 D ) 200 Mm Dia. 72 D ) 250 Mm Dia. 73 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 74 I ) 200 Mm Dia Pipe 75 I ) 250 Mm Dia Pipe 76 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.B ) 150Mm.Dia.To 200Mm.Dia Pipe 77 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.Above 40-50 Km ( Extra Cost 57 Rs ) 78 2Nd Site P / Houseearth Work In Excavation Of Foundation Trenches Or Drains Or Septic Tank Soak Well Etc. In All Sorts Of Soil ( Including Mixed Soil But Excluding Latarite Or Sand Stone ) Including Removing Spreading Or Stack-Ingthespoilswithinaleadof75m.Asdirected.Theitem Includesnecessarytrimmingthesidesofthetrenches, Leveling Dressing And Ramming The Bottom, Bailing Or Pumping Out Water Etc. Asrequiredcomplete. Depthofexcavationnotexceeding1.5Mtr. But Not Requiring Shoring 79 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 Measurementof Finishedquantity Ofwork ) A. With Earth Obtained From Excavation Of Foundation 80 Filling In Foundation Or Plinth By Fine Sand In Layers Not Exceeding 150 Mm As Directed & Consolidating Same By Throughsaturationwithwaterandramming Completeincluding The Costofsupplyofsand. ( Paymenttobemadeonthebasisof Measurement Of Finished Quantity Of Work. ) ( A ) By Fine Sand. 81 Singlebrickflatsolingofpicked Jhamabricksincludingramming&Dressingbedtoproperlevel& Fillingjointswithpowderedearthorlocalsandincludingcostof Sand Etc Complete As Per Direction & Specification. 82 Cement Concrete With 30 Mm Down Graded Shinglesexcluding Shuttering ( N.B. Variety ) . In Ground Floora ) 6:3:1 Proportion. 83 Ordinarycementconcrete ( Mix1:1.5:3 ) Withgradedstonechips ( 20Mmnominalsize ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. ( I ) River Bazree 84 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M. Using Approvedstoutpropsandthickhardwoodplanksofapprovedthicknesswithrequired 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 Shuttering Without Staging In Foundation. 85 B ) 25 Mmto30 Mmthick Wooden Shuttering Asper Decision& Ddirectionofthee.I.C. In Foundation. 86 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 ) Other That Tor Steel / Mild Steelsail / Tata / Rinl 87 Brick Work With 1St Class Bricks In Cement Mortar ( 1:6 ) ( A ) In Foundation And Plinth 88 ( B ) In Superstructure, Ground Floor 89 Artificial Stone In Floor, Dado, Staircase Etc. With Cement Concrete ( 1:2:4 ) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement ( As Necessary ) Andmarbledustinproportion ( 1:2 ) Includingsmoothfinishingandroundingoffcorners Includingrakingoutjointsorrougheningofconcretesurfaceandapplicationofcement Slurrybeforeflooringworksusingcement@1.75Kg / Sq.Mallcompleteincludingall Materials And Labour.In Ground Floor. ( I ) 35 Mm. Thick 90 Woodworkindoorandwindowframefittedandfixedinpositioncompleteincludinga Protective Coatofpainting Atthe Contactsurface Ofthe Frameexluding Costofconcrete, Iron Butt Hinges And M.S Clamps. ( The Quantum Should Be Correted Upto Three Decimals ) .A ) Sal : Siliguri 91 Supplying, Fitting And Fixing M.S. Clamps For Door And Window Frame Made Of Flat Bent Bar, End Bifurcated With Necessary Screws Etc. By Cement Concrete ( 1:2:4 ) As Per Direction. ( Cost Of Concrete Will Be Paid Separately ) ( I ) 40Mm X 6Mm, 200Mm Length 92 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamferingcornersasdirectedandrakingoutjointsincludingthroating, Nosingand Drip Course, Scaffolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Of Chipping Over Concrete Surface ( I ) With 1:6 Cement Mortar ( A ) 20 Mm Thick Plaster 93 ( B ) 15 Mm Thick Plaster 94 ( Ii ) With 1:4 Cement Mortar ( A ) 10 Mm Thick Plaster 95 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc. 96 Applyingdecorativecementbasedpaintofapprovedqualityafterpreparingthesurface Includingscrapingthesamethoroughly ( Plasteredorconcretesurface ) Asper ManufacturerS Specification.A ) In Ground Floor: ( I ) Two Coats. 97 Protectiveanddecorativeacrylicexterioremulsionpaintofapprovedquality, Asper ManufacturerS Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required. The Rateincludes Costofmaterial, Labour, Scaffoldingand Allincidental Charges But Excluding The Cost Of Primer.A ) In Ground Floor ( Two Coat ) ( I ) Normal Acrylic Emulsion 98 ( A ) Primingonecoatontimberorplasteredsurfacewithsyntheticoilboundprimerof Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 99 ( B ) Primingonecoatonsteelorothermetalsurfacewithsyntheticoilboundprimerof Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 100 Paintingwithbestqualitysyntheticenamelpaintofapprovedmakeandbrandincluding Smootheningsurfaceby Sandpaperingetc.Includingusingofapproved Puttyetc.Onthe Surface, If Necessary : ( A ) On Timber Or Plastered Surface : With Super Gloss ( Hi-Gloss ) -I ) Two Coat ( With Any Shade Except White ) 101 ( B ) On Steel Surface : With Super Gloss ( Hi-Gloss ) -I ) One Coat ( With Any Shade Except White ) 102 Panelshuttersofdoorandwindow, Asperdesign ( Eachpanelconsistingofsingleplank Withoutjoint ) , Includingfittingandfixingthesameinpositionbutexcludingthecostof Hinge And Other Fittings.In Ground Floor. ( I ) 35Mm Thick Shutters With 19Mm Thick Panel Of Size 30To 45 Cm.A ) Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak. 103 Glazedshuttersofdoors, Windows, Fanlight, Clerestorywindowsetc.As Perdesign ( With Ordinary Glass Of 7.4Kg. / Sq.M. 3Mm. Thick ) Fitted With Putty Bed And Teak Wood Bead And Nailsincludingfittingandfixingshutterinpositionbutexcludingthecostofhingesand Other Fittings. Cost Of Glass, Putty, Wooded Beads Etc.Will Be Paid Separately. ( I ) 35Mm Thick Shutters.A ) Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak. 104 Supplying Best Indian Sheet Glass Panes Set In Putty And Fitted And Fixed With Nails And Putty Complete. ( In All Floors For Internal Wall & Upto 6 M Height For External Wall ) ( I ) 4 Mm Thick 105 M.S.Or W.I. Ornamental Grill Of Approved Design Joints Continuously Welded With M.S, W.I. Flatsand Barsofwindows, Railingetc.Fittedand Fixedwithnecessaryscrewsandlugsin Ground Floor.I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr. 106 Iron Hasp Bolt Of Approved Quality Fitted And Fixed Complete ( Oxidised ) With 16Mm Dia Rod With Centre Bolt And Round Fitting.I ) 300 Mm 107 Iron Door Handle Of Approved Quality Fitted And Fixed Complete: ( I ) 150Mm X 5.5Mm. 108 ( Ii ) 100Mm X 5Mm. 109 Supplying, Fittingandfixinghingecleatinpositionexcludingthecosthingeandother Fiffitngs.A ) With 75Mm Iron Butt-Hingei ) Sal : Siliguri. 110 B ) With 50Mm Iron Butt-Hingei ) Sal : Siliguri. 111 Iron Butt Hinges Of Approved Quality Fitted And Fixed With Steel Screws, With Isi Mark. ( I ) 50Mm. X 37Mm. X 1.50Mm. 112 ( Ii ) 75Mm. X 40Mm. X 1.12Mm. 113 ( Iii ) 100Mm. X 50Mm. X 1.25Mm. 114 Iron Socket Bolt Of Approved Quality Fitted And Fixed Complete. ( A ) 100Mm Long X 10Mm Dia Bolt. 115 ( B ) 150Mm Long X 10Mm Dia Bolt. 116 Cord For Fan Light Fitted & Fixed Complete. 117 Precast Pierced Concrete Jally Work As Per Design And ManufacturerS Specification Including Moulding Etc. With Stone Chips And Necessary Reinforcement Shuttering Complete Including Fitting, Fixing In Position In All Floors. ( A ) 37.5 Mm Thick Panels 118 Supplyingp.V.C.Waterstoragetankofapproved Qualitywithclosed Topwith Lid ( Black ) - Multilayer ( A ) 500 Litre Capacity 119 Labour For Hoisting Plastic Water Storage Tank. ( I ) Upto 1500 Litre Capacity. ( A ) Upto 1St Story From G.L. 120 Supplying, Fitting And Fixing G.I. Pipes Of Tata Make With All Necessary Accessories, Specials Viz. Socket, Bend, Tee, Union, Cross, Elbo, Nipple, Longscrew, Reducing Socket, Reducing Tee, Shortpieceetc.Fittedwithholderbatsclamps, Includingcuttingpipes, Makingthreads, Fitting, Fixing Etc. Complete In All Respect Including Cost Of All Necessary Fittings As Required, Jointing Materialsand Twocoatsofpainting With Approved Paint Inany Position Above Ground. ( Payment Will Be Made On The Centre Line Measurements Of Totalpipe Line Including All Specials. No Separate Payment Will Be Made For Accesories, Specials. Payment For Painting Will Be Made Seperately ) ( I ) 20 Mm Dia. Medium Quality. 121 ( Ii ) 15 Mm Dia. Medium Quality 122 Labour For Punching Hole In Plastic Water Storage Tank Upto 50 Mm Dia. 123 Supplying, Fitting And Fixing Gunmetal Wheel Valve Of Approved Brand And Make Tested To 21 Kg Per Sq. Cm. ( For Water Lines Only ) . ( I ) 15 Mm Dia. 124 ( Ii ) 20 Mm Dia. 125 Supplying, Fittingand Fixing Alloyironwithbrassspindlebib Cock / Stopcockofapproved Brand And Make, Spray Painted And Tested To 21 Kg Per Sq. Cm. ( I ) 15 Mm Dia. 126 Supply Of Upvc Pipes & Fittings Conforming To Is-13592-1992 ( I ) Door Tee , A ) 110 Mm 127 ( Ii ) Vent Cowl , A ) 110 Mm 128 ( Iii ) Door Bend ( T.S. ) , A ) 110 Mm 129 Supply Of Upvc Pipes ( B Type ) & Fittings Conforming To Is-13592-1992 ( A ) ( I ) Single Socketed 3 Meter Lengtha ) 110 Mm 130 Supplying, Fitting And Fixing Orissa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make In Position Complete Excluding P Or S Trap ( Excluding Cost Of Concrete For Fixing ) . ( I ) 530 Mm X 410 Mm 131 Supplying, Fitting And Fixing Cast Iron P Or S Trap Conformimg To I.S. 3989 / 1970 And 1729 / 1964 Including Lead Caulked Joints And Painting Two Coats To The Exposed Surface. ( Painting To Be Paid Seperately ) .A ) S Trapi ) 100 Mm Dia 132 Supplying, Fitting And Fixing 10 Litre P.V.C. Low-Down Cistern Conforming To I.S. Specification With P.V.C. Fittings Complete, C.I. Brackets Including Two Coats Of Painting To Bracket Etci ) White 133 Constructinginspectionpitofinsidemeasurement600 Mmx600mmxupto600mm ( Depth ) With 250 Mm Thick 1St. Class Brick Work In Cement Mortar ( 1:4 ) On All Sides, Bottom Of The Pit Consisting Of 100 Mm Thick Cement Concrete ( 1:3:6 ) With Stone Chips Over A Layer Ofjhamabrickflatsoling, 15Mmthick ( 1:4 ) Cementplastertoinsidewallsandout-Side Wallsuptog.L.And20mm.Thick ( 1:4 ) Plastertobottomofthepit, Providingnecessary Invert With Cement Concrete ( 1:3:6 ) With Stone Chips As Per Direction, Neat Cement Finishing Toentireinternalsurfaces, Topofthe Pitcovered With100 Mmthick R.C.C.Slab ( 1:1.5:3 ) Withstonechipsandnecessaryreinforcementsupto1%Andshutteringincluding6mm Thickcementplaster ( 1:4 ) Inallexternalsurfaces Ofthe Slaband One560 Mmdia. R.C.C. Manholecoverofapprovedmakesupplied, Fittedandfixedintheslabwithnecessary Fittings, Necessaryearthworkinexcavationinallsortsofsoil, Fillingsidesofthepitwith Earthand Removingspoilsafterworkcompleteinallrespectwith Allcostsoflabourand Materials.Ii ) With Bazree ( N.B Variety ) ( Sail / Tata / Rinl ) 134 Construction Ofseptictank Of Different Capacities Asper Approved Drawing With1st Class Brick Work In Cement Mortar ( 1:4 ) Including Two 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Ofapprovedmakesupplied, Fittedandfixedinthe100mmthickr.C.C ( 1:1.5:3 ) Top Slab With Necessary Fittings, 20Mm Thick Cement Plaster ( 4 : 1 ) With Neat Cement Finish To The Internal Surfaces And 15 Mm Thick Cement Plaster ( 4 : 1 ) To Outside Wall Upto 200 Mm Below G.L Floor Finishedwith 25Mm Thick Grey Artificialstone Over 100 Mmthick R.C.C ( 1:1.5:3 ) Bottom Slabincludingsupplying, Fittingandfixingallnecessryspecials, Fittings, S.W. Tees, C.I. Foot Rest Etc. Including Excavation Earth In Allsorts Ofsoil, Shoring, Bailingoutand Pumpingoutwaterasnecessary, Ramming, Dressingthebedand Fefilling The Sides Of The Tanks With Earth, Removing Spoils, Filling Up The Chamber With Clear Water, Removing Foreign Materials From The Chamber And Including Constructing Attached Inspection Pit As Per Approved Drawing And Con In All Respectwith Allcosts Oflabour And Materials.Aterials. With 250 Mmthick Drybrick Workand 250Mmthickcement Brickwork ( 1:6 ) And 1.00M Inside Dia. By Weight Of Cement With All Costs Of Labour And Materials. ( I ) For 10 Usersa ) With Bazree ( N.B Varity ) ( Sail / Tata / Rinl ) 135 Construction Of Circular Soak Well 2.5 Metre Deep In All Types Of Sandy Soils With Dry Brick Workupto1.6Metrefromthebottomhaving150mmintermediatecementbrickwork ( 1:4 ) Bandallroundandcementbrickwork ( 1:4 ) Upto0.90Metrefromtopwith20mm Thickcementplastering ( 1:4 ) Toinsidefaceuptothedepthofcementbrickwork, 15Mm Thickcementplaster ( 1:4 ) Onouterfacefromtopofthewelluptog.L.And6mmthick Cement Plaster ( 1:4 ) On Top Of The R.C.C. Cover Slab Including Filling Bottom 1.00 Metre Of Inside Of The Well With Brick Metal ( 50 Mm To 63 Mm Size ) Including R.C.C. Cover Slab Of 100 Mmthickwithcementconc ( 1:1.5:3 ) Withstonechipswithnecessaryreinforcementand Shuttering Including One 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Of Approved Make Supplied, Fittedandfixedinthecoverslabwithnecessaryfittings, Makingnacessary Arrangementsforpipeconnections, Excavationofwellincludingshoring, Dewateringand Removing The Exess Earth From The Premisesas Per Direction Completein Allrespect With All Costs Of Labour And Materials. With 250 Mmthick Drybrick Workand 250Mmthickcement Brickwork ( 1:6 ) And 1.00M Inside Dia. A ) Other Than Sail / Tata / Rinl ) 136 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor. 137 16 Mm Dia. 1Mtr Long Fan Hook 138 Supplying Fitting Fixing Best Quality Digital Printed Ceramic Tiles In Colour Decorative In Wall 1& Ftloor To Match With.Complete. 139 2Nd Site B / Wallearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.A ) Depth Of Excavation Not Exceeding 1, 500 Mm 140 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) ( A ) With Earth Obtained From Excavation Of Foundation. 141 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) C ) ( Iii ) With Carried Earth Arranged By The Contractor Within A Radius Exceeding 3 Km. But Not Exceeding 5 Km. Including The Cost Of Carried Earth. 142 ( Ii ) Cement Concrete With 30 Mm Down Graded Shingles Excluding Shuttering. N.B. Variety ( 1:3:6 ) 143 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. ( A ) River Bazree 144 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. ( I ) River Bazree 145 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 ) Other That Tor Steel / Mild Steelsail / Tata / Rinl 146 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 ) .F ) 25 Mm To 30 Mm Shuttering Without Staging In Foundation 147 B ) ) 25 Mm To 30 Mm Thick Wooden Shutter As Per Decision & Direction Of Engineer-In-Charge. 148 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor. 149 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, Affolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Of Chipping Over Concrete Surface ] ( I ) With 1:4 Cement Mortar A ) 10 Mm Thick Plaster 150 ( Ii ) With 1:6 Cement Mortar ( B ) 15 Mm Thick Plaster 151 ( A ) M.S.Or W.I. Ornamental Grill Of Approved Design Joints Continuously Welded With M.S, W.I. Flats And Bars Of Windows, Railing Etc. Fitted And Fixed With Necessary Screws And Lugs In Ground Floor. ( Add Extra @ 1% For Each Addl. Floor Upto 4Th Floor And @ 1.25% For Each Addl. Floor Above 4Th Floor ) ( I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr. 152 Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sill, Floor Etc. 153 Priming One Coat On Timber Plastered Or On Steel Or Other Metal Surface With Synthetic Enamel / Oil Bound Primer Of Approved Quality Including Smoothening Surface By Sand Preparingetcon Timber . 154 Painting With Best Quality Synthetic Enamel Paints Of Approved / Make And Brand Including Smoothening Surface By Sand Preparing Etc, Including Using Of Approved. Putty Etc, On The Surface Of Necy.I ) On Timber Or Plastered Surface. With Super Gloss ( Hi-Gloss ) .A ) One Coats ( With Any Shade Except White ) 155 Protective Decorative Acrylic Exterior Emulsion Paint Of Approved Quality As Per Manufacturer’S Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required . The Rate Includes Cost Of Materials , Labour , Scaffolding And All Incidental Charges But Excludingthe Cost Of Primer.A ) Normal Acrylic Emulsion. ( I ) Two Coat 156 Fhtcproviding 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 157 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 Eicc ) Above 10 Km Upto 20 Km 158 Earth Work In Excavation Trenches Or Drains In All Sorts Of Soil Including Removing Spreading Or Stacking The Spoil Within A Lead Of 75M. As Directed .The Items Includes Necessary Trimming The Sides Of Trenches Levelling Dressing And Ramming The Bottom .Bailing Out Water As Required Complete. I ) Depth Of Excavation Not Exceeding 1.50M 159 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth , In Layers Not Exceeding 150Mm. Including Watering And Ramming Etc. Layer By Layer Complete ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) A ) With Earth Obtained From Excavation Of Foundation. 160 Cement Concrete ( 1:3:6 ) With 30 Mm Down Graded Excluding Shuttering.A ) 6:3:1 Proportion. 161 Ordinary Cement Concrete M-20 ( Mix 3:1:5;1 ) With Graded Stone Chips ( 20 Mm Down ) Excluding Shuttering And Reinforcement .If Any , In Ground Floor, As Per I.S. 456-2000.I ) River Bozree. 162 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars , Stirrups , Binders Etc, Including Supply Of Rods Initial Straightening And Removal Loose Rust ( If Necessary, ) Cutting To Correct Shape , Placing In Proper Position And Binding With 16Gauge Black Annealed Wire At Every Instruction Complete As Per Drawing And Direction Of E.I.C.I ) Tor Steel / Mild Steel. 163 Hire And Labour Charges For Shuttering With Centreing And Necessary Staging Up To 4M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slab . Beams , Columns, Lintels Curved Or Straight Including Fitting Fixing And Striking Out Of Completion Of Works ( Up To Roof Of Ground Floor ) .A ) 25 Mm To 30 Mm Thick Shuttering With Out Staging And Foundation Etc, 164 Plaster ( To Wall, Floor , Ceiling Etc, ) With Sand And Cement Mortar Including Rounding Off Chamfering Corners As Directed And Raking Out Joints Or Roughening Of Concrete Surface Including Throating , Nosing And Drip Course Where Necessary ( Ground Floor ) .. With Cement Mortar ( 4:1. ) .15 Mm Thick Plaster. 165 Neat Cement Punning About 1.5Mm Thick In Wall , Dado , Window, Sills Floor Drain Etc, 166 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 6Laying Of Pipe Line Including Cost Of Pipe & Fittings / Specials But Excluding Cost Of Valves.90Mm ( Od ) 167 B ) 110 Mm ( Od ) 168 C ) 125Mm ( Od ) 169 D ) 140 Mm ( Od ) 170 E ) 160 Mm ( Od ) 171 E ) 180 Mm ( Od ) 172 E ) 200 Mm ( Od ) 173 E ) 250 Mm ( Od ) 174 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 ) 175 B ) 110 Mm ( Od ) 176 C ) 125Mm ( Od ) 177 D ) 140 Mm ( Od ) 178 E ) 160 Mm ( Od ) 179 E ) 180 Mm ( Od ) 180 E ) 200 Mm ( Od ) 181 E ) 250 Mm ( Od ) 182 A ) For Ci / Di Pipeb ) 150 Mm Dia 183 C ) 200 Mm Dia 184 E ) 300 Mm Dia 185 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 ) 186 B ) 110 Mm ( Od ) 187 C ) 125Mm ( Od ) 188 D ) 140 Mm ( Od ) 189 E ) 160 Mm ( Od ) 190 E ) 180 Mm ( Od ) 191 E ) 200 Mm ( Od ) 192 E ) 250 Mm ( Od ) 193 A ) For Ci / Di Pipeb ) 150 Mm Dia 194 C ) 200 Mm Dia 195 E ) 300 Mm Dia 196 Carrying 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.N.B: I ) Any Deviation From Required Clear Cover Of 1.10Mtr., Due To Site Adverse Condition, Prior Permission Is To Be Obtained From The Eic In Exceptional Situation And Payment Will Be Made On Prorate Basis Over The Rate Of Entire Itemii ) No Payment Will Be Made Without Hydraulic Test Of The Pipe Line Either Part Or Fulliii ) The Pipes, Specials And Valves , Rubber Gasket Will Be Supplied Deptt. Free Of Cost.B ) 150 Mm Dia. 197 C ) 200 Mm Dia. 198 E ) 300 Mm Dia. 199 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 ) B ) 150 Mm Dia. 200 C ) 200 Mm Dia. 201 E ) 250 Mm Dia. 202 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 203 I ) 200 Mm Dia Pipe 204 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. 205 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 ) 206 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 207 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. 208 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 209 Bamboo Pile Walling Made Of 65 Mm To 75 Mm Dia. Bamboo ( In Single Line ) Driven About Half Length Into The Ground At Very Close Spacing Side By Side Including Necessary Bamboo Stays Ties Runners Etc And Lining The Exposed Portion With Sheets Made Form Cutdrums Fitted And Fixed Complete As Per Direction. 210 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. N.B: The Above Item Should Be Procured From The Reputed Manufactures As Per Deptt. Approved Vender List150 Mm Dia 211 200 Mm Dia
