Different Works Related To Water Supply Scheme At Sekupur & Its Adjoining Mouzas Water Supply Scheme Within Dubrajpur Block Including Supply Of All Labour & Materials Underbirbhum Division, Phe Dte. ( Sl. No.3 ) ( 2Nd Call ) - 1 Sinking Of 2 Nos.Tubewelltube Well Size - ( 200 Mm ) X 168 M Depthboring With Casing Pipe With Suitable Dia Varying To 300Mm. To 450Mm Dia Water Set System Or Perfusion System Including Welding Or Fitting And Fixing Threading Jointing The Tubewell As Per Consisting Of Ms Pipe Strainer, Socket, Bottom Plug Top Cap Etc. And Lowering The Whole Assembly Within The Bore As Per Direction Of Eic ( Ms Pipe, Strainer, Coupling Will Be Supplied Departmentally Free Of Cost Surplus Materials If Any To Be Returned To The Store In Good Condition For Which No Extra Payment Will Be Made Casing Pipe Will Be Supplied By The Contractor.I ) 200Mm Dia. 2 Supplying At Site, Fitting, Fixing Of The Following Accessories Corresponding To The Dia. Of Blank / Slotted Housing Pipe As Specified, Details Below Including 2 Coats Of Bituminous Painting On All Sides Complete. A ) M.S Bottom Cap Plug With Hook For Sealing The Bottom Of Well Assembly. ( I ) 200Mm Dia. 3 B ) Housing Clamp Of M.S Plate 150Mm. Width Of 20Mm. Thick With Arms Extended On Both Sides Upto 0.30M. Length On Each Sides With 2 Drilled Holes On Both Sides For Insertion Of Total 4Nos. M.S Nuts & Bolts Of 75X20mm. Size With M.S Washer Compl. I ) 200 Mm Dia. 4 ( C ) M.S Top Cap Of Appvd. Type For Closing Housingi ) 200Mm Dia. 5 ( D ) Centre Guide Of Appvd. Quality And Sizei ) 200Mm Dia.With Clamp. 6 ( E ) Supply Of The Following Specials Of Approved Quality ( I ) 200Mm Dia M.S Socket. 7 Packing The Annular Space Between The Outside Of The Tube Well Pipes & Strainers And The Bore With Pea Size Washed Gravel Of Approved Quality Having Size From 2 Mm To 5 Mm Or The Size Approved By The Engineer-Incharge Including Cost Of All Materials Labour And Equipment Complete. 8 Packing Annular Space Between The Outside Of The Housing Pipe And The Bore With Puddled Clay Balls Of Approved Size As Per Direction Of The Engineer-In-Charge With Cost Of All Materials And Labour Complete. 9 Collecting Sample Of Water For Bacteriological And Chemical Test From Any Depth At Any Time During Execution Of Work Including Hire And Labour Charges For Tools And Plants And Sterilising The Equipments, Paying All Charges And Fees, Testing Etc. Complete In All Respect As Per Direction. 10 Washing And Developing Tube Well With Air Compressor Pump And Engine For 8 ( Eight ) Hours Continuous Pumping Per Day With Necessary Arrangements For Testing The Yield In Gallons Per Hour With V Notch Including Hire And Labour Charges For All Tools And Plants And Scaffolding As Required. 11 ( B ) Supplying M.S. Male / Female Adopter Of Approved Make And Brand For Coupling Of M.S. Pipe And Fibre Glass Strainers, As Per Direction Of The Engineer - In - Charge. ( I ) 200 Mm Dia. 12 Transportation Of Deptt. Erw Pipes, Strainers, Specials Etc. From The Issue Point To Work Site Including Returning The Surplus Materials If Any To The Issue Point Or As Directed By The Eic.I ) 0Km. To 50Km. From Divisional Head Quarter And Above. 13 Mobilization Of All Machineries, Equipments And Its Accessories Belonging To The Contractor Including Loading And Unloading And All Other Incidental Works. 14 Running Welding At The Edge Of Socket With The Tubewell And Housing Pipe Including Supply Of Electrodes And Tools And Plants.A ) 200Mm Dia. 15 Operation And Maintenance Of Generator Set For Development Of Tubewell By Skilled Labour Including Supply Of Fuel, Lubricants And Other Necessary Materials Required For The Purpose Of Smooth Running Of Generator Set As Per Direction Of Eic. 16 Installation Of Panel Boared ( Temporary ) Of 32Amp. Capacity With Necessary Main, Switch, Ammeter, Voltmeter Etc. Including All Electrical Connection Complete As Per Direction. 17 Hire Charges For Generator Set ( Diesel Running ) As Per Direction Of Eic For Continuous Running Upto 72 Hrs. For Development Of Tubewell Till Sand Free Water Is Obtained. ( One Set Is To Be Kept At Site As Stand By ) 18 Yield Testing Of Tubewell And Recording Static Water Level, Draw Down, Recouperation Test At Desired Intervals By Continuous Running Of The Pump Set As Per Direction Of Eic. 19 Installation Of 10 H.P. / Desired Capacity Submersible Pump Set In River Bed / Bank Tubewell At Desired Depth Including All Connections And Supply Of Cable. 20 Supplying, Fibre Glass Reinforced Epoxy Resin Slotted Of 1 Mm Slot Width In 6.1M Length Of Approved Make And As Per Direction Of The Engineer - In Charge ( A ) 200 Mm Nominal Dia ( I ) 6.0 Mm Wall Thickness 21 Cosntruction Of Cwr Of Capacity 100 Cum.Pump House ( 5.9 M X 4.1 M ) & ( 4.1 M X 3.5 M ) Earth Workin Excavation Of Foundation Trenches Or Drains In All Sorts Of ( Including Mixed Soil But Excluding Laterite Or Sand Stone ) Including Removing Spreading Or Stacking The Spoils Within A Lead Of 75M. As Directed. The Items Includes. Necy. Trimming The Sides Of Trenches Leveling Dressing & Ramming The Bottom, Bailing Out Water Etc. As Reqd. Complete.A ) Depth Of Excavation Not Exceeding 1.5M 22 A ) Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exuding 150Mm Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On Measurentment Of Finished Quantity Of Work ) With Earth Obained Form Excavation Of Foundation. 23 B ) Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm.As Directed And Consolidating Same By Through Saturation With Water Ramming Complete Including The Cost Of Supply Of Sand . 24 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Local Sand. 25 Ordinary Cement Concrete M-15 ( Mix 1:2:4 ) With Graded Stone Chips ( 20Mm Down Size ) Excluding Shuttering And Reinforcement If Any In Ground Floor. As Per Relevant Is Code. A ) Pakur Variety ( 30Km. Distance ) 26 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. ( Lead= 30 Km ) ( I ) Pakur Variety 27 Cement Concrete With Graded Jhama Khoa ( 30 Mm Size ) Excluding Shuttering In Ground Floor And Foundation. ( A ) 1:3:6 Proportion 28 Hire & Labour Charges For Shuttering With Centering & Necessary Straging Up To 4Mtr. Using Approved Stout Props & Thick Hard Wood Planks Ofapproved Thickness With Required Bracing For Concrete Work Including Fitting & Fixing & Stracking Out & After Completion Of Work. ( Up To Roof Of Ground Floor ) A ) 25Mm To 30Mm Thick Wooden Shuttering As Per Direction Of E.I.C. 29 B ) 25Mm To 30Mm Thick Shutteringwithout Stagging 30 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc. Including Supply Of Rods, Initial Straightening, Removal Ofloose Rest, ( If Necessary ) Cutting To Requisite Length Hooking And Bending To Correct Shape Placing In Proper Position And Binding With 16 Gauge Block Annealed Wire At Every Intersection Complete As Per Drawing And Direction.For Works In Foundation, Basement And Upto Roof Of Ground Floor Upto 4Mtr. I ) Tor Steel / Mild Steel.I. Sail / Tata / Rinl 31 Brick Work With 1St Class Bricks In Cement Mortar ( 1:6 ) ( A ) In Foundation And Plinth 32 A ) In Superstructure, Ground Floor 33 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor. 34 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed Ranking Out Joints Or Roughening Of Concrete Where Necessary ( Ground Floor ) ( Ii ) With 1:4 Cement Mortarc ) 10Mm. Thick. 35 ( I ) With 1:6 Cement Mortara ) 20 Mm Thick Plaster ( 6:1 ) 36 B ) 15 Mm Thick Plaster ( 6:1 ) 37 Neat Cement Punning About 3.0Mm. Thick In Wall, Dado, Window Stills, Floor, Drain Etc. Note : Cement @@0.304Cum Per 100Sqm 38 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 ) And Marble Dust In Proportion ( 1:2 ) Including Smooth Finishing And Rounding Off Corners Including Raking Out Joints Or Roughening Of Concrete Surface And Application Of Cement Slurry Before Flooring Works Using Cement @ 1.75 Kg / Sq.M All Complete Including All Materials And Labour. ( I ) 35 Mm. Thick 39 Applying Exterior Grade Acrylic Primer Of Approved Quality And Brand On Plastered Or Cencrete 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 In Ground Floor: ( A ) One Coat [ This Item To Be Done Under Specific Instruction Of The Superintending Engineer ] 40 Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality, As Per ManufacturerS Specification And As Per Direction Of Engineer-In-Charge To Be Applied Over Acrylic Primer As Required. The Rate Includes Cost Of Material, Labour, Scaffolding And All Incidental Charges But Excluding The Cost Ofprimer.A ) Super Protective100% Acrylic Emulsion. 41 M.S. Structural Works In Columns, Beams Etc. With Simple Rolled Structural Members ( E.G. Joists, Angle, Channel Sections Conforming To Is: 226, Is: 808 & Sp ( 6 ) - 1964 Connected To One Another With Bracket, Gussets, Cleats As Per Design, Direction Of Engineer-Incharge Complete Including Cutting To Requisite Shape And Length, Fabrication With Necessary Bolting, Metal Arc Welding Conforming To Is: 816- 1969 & Is: 1995 Using Electrodes Of Approved Make And Brand Conforming To Is:814- 2004, Haulage, Hoisting And Erection All Complete. The Rate Includes The Cost Of Rolled Steel Section, Consumables Such As Electrodes, Gas And Hire Charge Of All Tools And Plants And Labour Required For The Work Including All Incidental Chages Such As Electricity Charges, Labour Insurance Charges Etc.Iii ) For Built Up Sections / Srtuctural Members Of Specified Sections Weighing Not Less Than 22.5 Kg. / M 42 ( A ) Ms Or Wi Ornamental Grill Of Approved Design Joints Continously Welded With M.S, W.I Flats And Bars Of Windows Railing Etc. Filled And Fixed With Necessary Scrwes And Lugs In Ground Floor. 43 Supplying, Fitting And Fixing Windows And Ventilators With Or Without Integrated Grills Conforming To Is 1038-1975 And Manufactured From Rolled Steel Sections Conforming To Is 7452-1974 With Non-Friction Projecting Type, Box Type Hinges, Glazing Clips, Lugs Locking Bracket, Handle Plate Etc, Including Hoisting In Position, Straightening If Required, Fixing Lugs In Cement Concrete ( 1:2:4 ) With Stone Chips 20 Mm Down Cutting Holes And Mending Good Damages To Match With Existing Surface Complete In All Respect Excluding Glazing.B ) Openable Steel Windows As Per Is Sizes With Side Hung Shutters And Horizotal Glazing Bars. [ The Extra Rate Admissible For The Openable Portion Only ] 44 Supplying 1.5Mm Thick M.S. Sheet Fitted And Fixed On One Or Both Faces Of M.S. / W.I. Gate Etc. With Point Welding At Not More Than 150Mm Apart Complete In All Respect As Per Design Including Cost Of All Labour And Materials. 45 ( A ) Supplying, Fitting And Fixing Steel Rolling Shutter Profile Type With 18 B.G . Of Approved Type Steel Latche Section 75Mm Wide, Fitted With Coil Wire Spring To Necessiate The Fitting Of Required Nos. Of C.I. Pulleys On Heavy Type Solid Drawn Seamless Steel Tube Complete With Locking Arrangements Both Inside And Outside Specially Builtup Side Guide Channels Including Providing A Hood For The Steel Rolling Shutter In The Room, Painting Two Coats Of Approved Aluminium Paint Over A Coat Of Red Lead Primer Complete. 46 ( A ) Priming One Coat On Timber Or Plastered Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 47 A ) Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc. Including Using Of Approved Putty Etc. On The Surface, If Necessary : ( Iv ) Two Coats ( With Any Shade Except White ) 48 Supplying, Fitting And Fixing Of Ci Soil Pipe Only Conforming To Is 3989 / 1970 And Is 1729 / 1964 Bobbing , Nails Etc. Including Holesin The Wall Floor Etc. And Cutting Trenches Etc. In Any Floor Through Masonry Concrete If Necessary And Mending Good Damages With Very Necey. Jointing Materials And Painting Two Coats To The Exposed Surface With Approved Paint Compt.With Valamoid Joints Including Sealing With Sandcement Morter ( 4:1 ) Upto Quarter Depth ( A ) 100Mm Dia ( Internal ) 49 Supplying Fitting And Fixing P.V.C. Door Shutter Of Approved Quality & Shade In Position, The Style & Rail Of The P.V.C. Door Shutter Will Be Made Of Rigid P.V.C. Multicavity Hollow Chamber Of 59 Mm X30 Mm Section With 2.0 Mm ( + / -0.2 Mm ) Wall Thickness.Horizontal & Vertical Section Shall Be Fixed To Each Other By Self Tapping Screws And 1 Solid Polymeric Or M.S. Galvanised Tubular L Shaped Bracket 100Mm X 200Mm In Each Corner Of The Shutter Frame For Placing Hinges. Polymer Based Multicavity Hollow Section Of 120 Mm X30mm With 2.0 Mm ( + / - 0.2 Mm ) Wall Thickness Will Be Fitted In The Middle, Reinforced By Solid Polymer Bar Of 200 Mm Long At Both Ends And Screws From Both Sides As Lock Rail. The Section Frame Will Then Be Fitted In By Pvc Panels Of Size 100 Mmx25 Mm With Wall Thickness Of 1.2 Mm ( + / - 0.2 Mm ) And 2 Nos. Of 6 Mm Dia Bright Rod Will Be Inserted Horizontally With Both Side Check And Nut System And Stretches Where Fixing Of Hinges / Hasp Bolt / Tower Bolt / Door Ring Are Required To Be Strong Enough To With Stand Wear And Tear. The Rate Is Inclusive Of Cost Of All Materials, Labour, And Hire Of Tools And Plants And Appliancesi / C Carriage Of All Materials Taxes And All Other Incidental Charges Complete. 50 Supplying Fitting And Fixkng Factory Made Pvc Door Frame ( Size-50 X 47 Mtr. ) Of Extruded Pvc Multichamber Hollow Section Having Dimension 60Mm X 50Mm / 60Mm X 53Mm And Suitably Reintroduced Horizontal Section Will Be Joined With Vertical Sections By Steel Screws After Inserting Tgwo Number Steel Brackets As Reinforcemetn Makkng Suitable For Placing Hinges, One Steel Tubes 40M X 20M X 18 Guage Will Be Inserted On One Full Vertical Sides Of The Frames ( Hinge Side ) As Reintroducement The Frame Will Then Be Fixed In The Opeing With The Help Of All Materials And Labours, Hire Charges Of Tools And Applicances, Carriage Of All Materials Takes And All Otehr Incidental Charges Complete. 51 Construction Of Septic Tank Of Different Capacities As Per Approved Drawing With 1St Class Brick Work In Cement Mortar ( 4:1 ) Including Two 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Appoved Make Supplied, Fitted And Fixed In The 100 Mm Thick Rcc ( 1:1.5:3 ) Slab With Necessary Fittings, 19Mm Thick Cement Plaster ( 4 : 1 ) With Neat Cement Finish To The Internal Surfaces And 12 Mm Thick Cement Plaster ( 4 : 1 ) To Outside Wall Upto 200 Mm Below G.L Floor Finished With 25 Mm Thick Grey Artificial Stone Including Supplying, Fitting And Fixing All Necessry Specials, Fittings, S.W. Tees, C.I. Foot Rest Etc. Including Excavation Earth In All Sorts Of Soil, Shoring, Bailing Out Water As Necessary, Ramming, Dressing The Bed And 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 Connecting All Necessary Pipes, Joints Etc. With Internal Plaster Work And Artificial Stone Flooring Is To Be Done With Admixture Of Water Proofing Compound @ 5% By Weight Of Cement Complete In Aall Respect As Per Direction Of Eic ( A ) 10 Users 52 Construction Of Circular Soak Well 2.5 Metre Deep In All Types Of Sandy Soils With Dry Brick Work Upto 1.6 Metre From The Bottom Having 150 Mm Intermediate Cement Brick Work ( 1:4 ) Band All Round And Cement Brick Work ( 1:4 ) Upto 0.90 Metre From Top With 20Mm Thick Cement Plastering ( 1:4 ) To Inside Face Upto The Depth Of Cement Brick Work, 15Mm Thick Cement Plaster ( 1:4 ) On Outer Face From Top Of The Well Upto G.L. And 6 Mm Thick 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 Mm Thick With Cement Conc ( 1:1.5:3 ) With Stone Chips With Necessary Reinforcement And Shuttering Including One 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Of Approved Make Supplied, Fitted And Fixed In The Cover Slab With Necessary Fittings, Making Nacessary Arrangements For Pipe Connections, Excavation Of Well Including Shoring, Dewatering And Removing The Exess Earth From The Premises As Per Direction Complete In All Respect With All Costs Of Labour And Materials. With 250 Mm Thick Dry Brick Work And 250 Mm Thick Cement Brick Work ( 1:6 ) And 1.00M Inside Dia.For Other Manufactures Not Specified 53 Supplying, Fitting And Fixing Pvc Pipes Of Approved Make Of Schedule 80 ( Medium Duty ) Conforming To Astmd - 1785 And Threaded To Match With Gi Pipes As Per Is : 1239 ( Part - I ) . With All Necessary Accessories, Specials Viz. Socket, Bend, Tee, Union, Cross, Elbo, Nipple, Longscrew, Reducing Socket, Reducing Tee, Short Piece Etc. Fitted With Holder Bats Clamps, Including Cutting Pipes, Making Threads, Fitting, Fixing Etc. Complete In All Respect Including Cost Of All Necessary Fittings As Required, Jointing Materials And Two Coats Of Painting With Approved Paint In Any Position Above Ground. ( Payment Will Be Made On The Centre Line Measurements Of Total Pipe Line Including All Specials. No Separate Payment Will Be Made For Accesories, Specials. Payment For Painting Will Be Made Seperately ) A ) 15 Mm 54 B ) 20 Mm 55 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 ) . ( Ii ) 530 Mm X 410 Mm 56 Supplying, Fitting And Fixing Foot Rest For Water Closet Of Size 275 Mm X 125 Mm With ( B ) Porcelain Of Approved Make. 57 Supplying, Fitting And Fixing Chromium Plated Angular Stop Cock With Wall Flange ( Equivalent To Code No. 5053& Model-Florentine Of Jaquar Or Similar Brand 58 Supplying, Fitting And Fixing Gunmetal Wheel Valve Of Approved Brand And Make Tested To 21 Kg Per Sq. Cm. ( For Water Lines Only ) . ( I ) 20 Mm Dia 59 Supplying, Fitting And Fixing Bib Cock Or Stop Cock. I ) Chromium Plated Bib Cock ( Angular Shape With Wall Flange ) ( Equivalent To Code No. 5037 & Model - Florentine Of Jaquar Or Similar Brand ) . 60 ( Ii ) Chromium Plated Concealed Stop Cock Heavy Duty ( Equivalent To Code No. 5083 & Model - Florentine Of Jaquar Or Similar Brand ) 61 Supplying P.V.C. Water Storage Tank Of Approved Quality With Closed Top With Lid ( Black ) - Multilayer ( A ) 500 Litre Capacity 62 Supplying, Fitting & Fixing Approved Patent Vent Cowl I.C.I. Conforming To I.S.S And Painting Two Coats To The Exposed Surface With Approved Paint Complete. ( Paymentof Painting Will However Bepaid Seperately ) . I ) 100 Mm Dia. 63 Supplying, Fitting And Fixing White Vitreous China Best Quality Approvedmake Wash Basin With Ci Brackets On 75Mmx75mm Wooden Blocks, Cp Waste Fittings Of 32Mm Dia, One Approved Quality Bass Cp. Piller Cockof 15Mm Dia Pvc Waste Pipe 32Mm Dia. 900Mmlong , Pvc Connection Pipe Including Good Damagesand Painting Two Coats Of Approved Paint. I ) 450Mmx300mm 64 Supply Of Upvc Pipes ( B Type ) & Fittings Conforming To Is- 13592-1992A ) Single Socket 3Meter Length.A ) 110Mm Dia. 65 Soil Investigation ( Zone-I & Zone-Ii Ohr Site ) 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. Note : - Payment Will Be Made After Successful Completion Of Work.Preliminary Investigation Is Mainly For Collection Ofdisturbed Samples Where Deployment Of Heavymachineries Is Not Involved. A ) Detailed Investigation 66 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 0 M To 10 M ( For 3 Nos Bore ) 67 Ii ) Depth Greater Than 10 M & Upto 20 M 68 Iii ) Depth Greater Than 20 M & Upto 30 M 69 Field Investigation :V ) Collection Of Undisturbed Soil Sample From The Bore Hole To Be Made By The Concerned Division / Party At Their Cost. A ) 0.00 - 10.0 M 70 B ) 10.00 - 20.0 M 71 C ) 20.00 - 30.0 M 72 Iii ) Collection Of Samples From The Bore Hole Made As Per B-A ( B ) Disturbed 73 Vi ) Standard Penetration Tests ( S.P.T. ) By Split Spoon Sampler In The Bore Hole As Per Is2131. A ) 0.00 - 10.0 M 74 B ) 10.00 - 20.0 M 75 C ) 20.00 - 30.0 M 76 Laboratory Investigation : I ) Liquid Limit As Per Is 2720 ( Part – V ) . 77 Ii ) Plastic Limit As Per Is 2720 ( Part – V ) 78 Iii ) Grain Size Analysis By Sieving As Per Is 2720 ( Part – Iv ) . 79 Iv ) Grain Size Analysis By Hydrometer Method As Per Is 2720 ( Part – Iv ) . 80 V ) Determination Of Water Content As Per Is 2720 ( Part – Ii ) . 81 Vi ) Determination Of Specific Gravity As Per Is 2720 ( Part – Iii ) . 82 Vii ) Direct Shear Test As Per Is 2720 ( Part – Xiii ) . 83 Viii ) Determination Of Unconfined Compressive Strength As Per Is 2720 ( Part-X ) ( I ) Undisturbed 84 Ix ) Determination Of Consolidation Properties As Per Is 2720 ( Part – Xiv ) . 85 X ) Tri-Axial Shear Test :A ) Determination Of Shear Strength Parameters Of A Specimen Tested Inunconsolidated Undrained Tri-Axial Compression Without Measurement Ofpore Water Pressure As Per Is 2720 ( Part –Xi ) . 86 Carriage Of All Disturbed & Undisturbed Samples From Site Of Work To The Divisional Office Or Elsewhere Including Loading And Unloading As Per Direction Ofengineer-In-Charge. Detailed Investigation. 87 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. Detailed Investigation. 88 Land Developmentfor Ohr Site ( Area Considered 30.0 Mtr. X 30.0 Mtr. X 0.3 Mtr. ) Earthwork In Filling, In Compound, Tank, Lowland, Ditches, Etc. With Good Earth In Layers Not Exceeding 150 Mmincluding Breaking Clods And Consolidating The Same By Ramming And Dressing Completely. ( B ) ( Iii ) With Carried Earth Arranged By The Contractor Within A Radius Exceeding 5 Km. But Not Exceeding 10 Km. Including Cost Of Carried Earth. 89 Construction Of Ohr 100 Cum Earth 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. 90 B ) Depth Of Excavation For Additional Depth Beyond 1, 500 Mm. And Upto 3, 000 Mm. But Not Requiring Shoring. 91 Bailing Or Pumping Out Water From Foundation Trenches.This Item Should Be Executed On The Specific Direction Of The Engineer-In-Charges When He Is Satisfied In His Absolute Discretion, That This Has Not Been Necessitated Due To Any Fault On The Part Of The Contractor ( Payment, Ifpermitted, Willbemadeonthe Quantityof Water Calculated On The Basis Of Initial And Final Water Calculated On The Basis Of Initial And Final Water Level Measured Before Starting And Completion Of Each Days Work Which Necessitates A Bailing / Pumping Of Water From The Trench. The Final Level Of Water To Be Measured, Will Depend On The Level At Which The DayS Work Will Be Taken Up. The Rate Includes Any Seepage Water That May Percolate In The Trench During Pumping ) 92 Hire And Labour Charges For Shoring Work ( Including Necessary Close Plank Walling, Framing, Eucalyptus / Jhou Bulla Piling, Strutting Etc ) Complete As Per Direction Of The Engineer-In-Charge For Foundation Excavation ( Vertical Surface Are In Contact With Supported Earth Is To Be Measured. ) ( This Item Should Be Executed On Specific Direction Of The Enginner In Charge ) . ( A ) Depth Upto 1.5 M. 93 ( B ) For Additional Depth Beyond 1.5 M. And Upto 3.00 M 94 Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. ( Payment To Be Made On Measurement Of Finished Quantity ) .A ) By Fine Sand. 95 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 96 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Local Sand. 97 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 ) Pakur Variety 98 Controlled Cement Concrete With Well Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement With Complete Design Of Concrete As Per Is : 456 And Relevant Special Publications, Submission Of Job Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Irection Of Engineerin Charge. Consumption Of Ement Will Not Be Less Than 300 Kg Of Cement With Super Plasticiser Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test And Job Mix Foumula. In Ground Floor And Foundation. [ Using Concrete Mixture ] M 25 Grade Pakur Varietyi. 1 St Stage ( Foundation & Upto 4M Above G.L. ) 99 Ii. 2Nd Stage ( Above 4M & Upto 8M Above G.L. ) 100 Iii. 3Rd Stage ( Above 8M & Upto 12M Above G.L. ) 101 Iv. 4Th Stage ( Above 12M & Upto 16M Above G.L. ) 102 V. 5Th Stage ( Above 16M & Upto 20M Above G.L. ) 103 Controlled Cement Concrete With Well Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement With Complete Design Of Concrete As Per Is : 456 And Relevant Special Publications, Submission Of Job Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Engineerin Charge. Consumption Of Cement Will Not Be Less Than 320 Kg Of Cement With Super Plasticiser Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test And Job Mix Foumula. In Ground Floor And Foundation. [ Using Concrete Mixture ] From Heal Beam And Abovem-30 Grade. C ) M30 Gradei ) Pakur Variety 6Th Stage ( Above 20M ) Rate - ( 5765.59 + 95 X 4 ) = 6145.59 104 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Ecessary ) , 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.Tor / Mild Steel ( Sail / Tata / Rinl ) ( I ) Tor Steel / Mild Steeli.1St Stage ( Foundation & Upto 4M Above G.L. ) 105 Ii. 2Nd Stage ( Above 4M & Upto 8M Above G.L. ) 106 Iii. 3Rd Stage ( Above 8M & Upto 12M Above G.L. ) 107 Iv. 4Th Stage ( Above 12M & Upto 16M Above G.L. ) 108 V.5Th Stage ( Above 16M & Upto 20M Above G.L. ) 109 Vi.6Th Stage ( Above 20M ) 110 ( A ) Hire And Labour Charges For Shuttering For Concrete Work In Overhead R.C. Reservoir On Separate R.C. Frame Including Fitting, Fixing And Striking Off After Compeltion Of Work Including Staging Upto 4 M Using Ply Board Or Steel Shuttering. ( Not Applicable For Resting On Roof Top ) 111 Extra For Staging Beyond 4M [ Mode Of Measurement Area Of Unsupported Horizontal Projection ( Where Staging Beyond 4M Is Practically Unavoidable ) X ( Mean Heightof Staging ) Above Intitial 4 M. 112 Brick Work With 1St Class Bricks In Cement Mortar ( 6:1 ) A ) In Superstructure. Ground Floor. 113 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Scaffolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Of Chipping Over Concrete Surface ] A ) 10 Mm Thick Cement Plaster ( 4:1 ) To All Exposed Surface For Column, Beam, Bracing Wall And Slabs Of The Tank Etc. Including Rounding Off Or Chamfering Corners Including Cost Of Chipping Surface As Required & Necessary Staging, Curing Etc. All Complete In All Respect.With 1:4 Cement Mortar ( A ) 20 Mm Thick Plaster 114 ( C ) 10 Mm Thick Plaster 115 With 1:6 Cement Mortar ( B ) 20 Mm Thick Plaster 116 C ) 15 Mm Thick Plaster ( 6:1 ) 117 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 ) And Marble Dust In Proportion ( 1:2 ) Including Smooth Finishing And Rounding Off Corners Including Raking Out Joints Or Roughening Of Concrete Surface And Application Of Cement Slurry Before Flooring Works Using Cement @ 1.75 Kg / Sq.M All Complete Including All Materials And Labour.In Ground Floor.3 Mm. Thick Topping ( High Polishing Grinding On This Item Is Not Permitted With Ordinary Cement ) .Using Grey Cement ( Iii ) 35 Mm. Thick 118 Neat Cement Punning About 3Mm Thick In Wall Dedo Witndow, Sills, Floor And Drain Etc. Note:- Cement 0.304Cum Per 100Sqm 119 Supplying & Labour For Mixing Of Super Plasticizer Of Approved Make Brand Sika / Cico Conforming Tois-2645-1975&Is-9130-1979To Beneed Inmortar Admixture@ 0.20% By Wt.Of Cement ( I.E 100Ml Per 50Kg Of Cement ) For Improving Work Ability, Reducing Shrinkage And Improvement Of Water Tightness Of The Concrete. 120 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 2Nos25mmdia.G.Ipipe ( Nontatamedium ) Placedequally Inbetween Railing Top &Floor, Vertical Post Of Railling Are 40Mm Dia.G.Ipipe ( Nontatamedium ) Placedat900mmc / C.The Each End Of The Vertical Post Is Join By The 62Mm ( 25Mmx6mmx0.062Mlong ) Msflatand 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. Analysis Of Rate Enclosed In Seperate Sheets. ( Analysis Rate ) 121 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. Plateas Steep@ 300Mm.A / Csupported Onisa50x50x6, Isa60x60x8mm.Thickbothsideasperrequirement.900Mm.Ht.Aspostononeside / Bothside @ 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.A ) Upto 2Nd Lift ( Upto 8.0Mtr. From G.L ) 122 B ) From 16Mtr. To 20Mtr. @ 1.5%Extra Of ( C ) 123 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 124 Supply The Following Materials For Connection Of Inlet, Outlet, Overflow, Washout Of Ohr As Per Deptt. Drawings. ( A ) Cidf Pipe Class-B As Per I.S. 7181-1986 With Latest Revision.N.B: For Ohr Use Cidf Class B Pipe For Inlet, Outlet, Overflow And Washout. 125 ( B ) Cidf Duck Foot Bend As Per I.S. 1538 1976 With Latest Revision. 126 ( C ) Cidf Bell Mouth Pes. With Puddle Collar As Per Isi1538-1976 With Latest Revision 127 ( D ) C.I.D.F 90° Bend As Per I.S.1538 ( Part-Xxi ) -1976 With Latest Amended 128 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.R12 / Gr-13Non-Magnetic, Nuts Sea Trings Are Of Gunonetal As Peris:318Ltb-2Flanges And Drilled Tois:1538Partiv&Vi Valves Are Suitable For Max. Working Pressure Of10kg / Cm2 ( Seattest ) And Body Tested To 15Kg / Cm2n.B:The Above Items Hould Be Procured From The Reputed Manufactures As Per Deptt. Approved Vender Lista ) 100Mm.Dia. 129 B ) 150Mm.Dia. 130 C ) 200Mm.Dia. 131 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.A ) 100Mm.Dia. 132 B ) 150Mm.Dia. 133 C ) 200Mm.Dia. 134 Hoisting, Fitting, Fixing Of C.I. Bell Mouth With Puddle Collar In Rcc Work As Per Drawing Specification And Direction Of Eic All Complete.A ) 100Mm.Dia. 135 B ) 150Mm.Dia. 136 C ) 200Mm.Dia. 137 Fitting, Fixing Duck Foot Bend Including Construction Of Cement Concrete ( 4:2:1 ) Base With Approved Grade Stone Chips And Including Excavation Of Earth & Filling Etc. All Complete In All Respect As Per Direction Of Eic.A ) 150 Mm Dia ( Base Size 200Mm X 200Mm X 350 Mm Deep ) 138 B ) 200 Mm Dia ( Base Size 300Mm X 300Mm X 450 Mm Deep ) 139 Piping Arrangementmaking Flange Joint To Cidf Pipe, Specials, Valves Etc.With Supply Of Necessary Nuts And Bolts, Rubber In Sertion Of 6Kg / M2 ( 3Mmgauge ) And Materials Required Including Dewatering If Any Tools And Plants, Labour Cost Etc. As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Make ) For A ) 100Mm.Dia. 140 B ) 150Mm.Dia. 141 C ) 200Mm.Dia. 142 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 ] A ) 100Mm.Dia. 143 B ) 150Mm.Dia. 144 C ) 200Mm.Dia. 145 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 ) 146 Disinfection And Washing The Tank And Pipe Connection Including Clearing The Inside Of The Tank Etc. Complete As Per Direction Of Eic. 147 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 148 ( A ) Earthing With 50Mm.Dia G.I.Pipe3.64Mm.Thickx3mtr. ( 10”-0” ) Long And L;1X4swgg.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 Rule.I ) For Soft Soil.B ) By Tata Medium G.I.Pipe 149 Ii ) For Moorum Soilb ) By Tata Medium G.I.Pipe. 150 ( B ) Extra For Treatment Of Soil By Salt And Charcoal Coke For Pipe Electrode 151 ( C ) Connecting The Equipments To Earth Bushbar Including S&F G.I. ( Hot Dip ) Wire Of Size As Below On Wall / Floor With Stables Buried Inside Wall / Floor As Required And Making Connection To Equipments With Bolts, Nuts, Washer, Cablelugsetc.As Required And Mending Good Damages As Per Iee Rule.I ) No.8 Swg 152 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. 153 Provision For Embossing The Name And Capacity Of Reservoir With 20Mm.Thick ( 3:1 ) Raised Sand Cement Plaster With Letter Size30cmx20cm.On The Outside Of Shell Wall Of The Reservoir Painted Complete As Pr Direction Of Eic 154 Applying Exterior Grade Acrylic Primer Of Approved Quality And Brand On Plastered Or Cencrete 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 Perspecification And As Per Direction Of The Eic.ManufacturerS. ( Two Coat ) 155 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 Incidental Charges But Excluding The Cost Ofprimer. ( Two Coat ) A ) Super Protective100% Acrylic Emulsion. 156 ( A ) Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 157 A ) Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc. Including Using Of Approved Putty Etc. On The Surface, If Necessary :B ) On Steel Or Other Metal Surface ( Iv ) Two Coats ( With Any Shade Except White ) 158 Painting Of Bituminus Paint Of Approved Type & Quality On Tank Roof As Drawing & Specification Including Thorough Cleaning Of Surface & Sanding Complete. ( Including Cost Of Sand ) . 159 M.S. Integrated Grill As Per Approved Design Integrated With Steel Window Or Ventilator, Joints Continuously Welded With M.S. Flats And Bars. 160 Supplying 1.5Mm Thick M.S. Sheet Fitted And Fixed On One Or Both Faces Of M.S. / W.I. Gate Etc. With Point Welding At Not More Than 150Mm Apart Complete In All Respect As Per Design Including Cost Of All Labour And Materials. 161 Supplying Fitting And Fixing In Position Reinforced Cement Polymer Concrete Manhole Cover With Matching Frame As Per Is-12592 ( Md ) .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 162 Construction Of Boundary Wall At Head Work Site & Ohr Site ( 200 M ) Surface Dressing Of The Ground In Any Kind Of Soil Including Removing Vegetation Inequalities Not Exceeding 15 Cm Depth And Disposal Of The Rubbish Within A Lead Upto 75 M As Directed. 163 Earth 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 1500Mm 164 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. 165 ( A ) Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. ( Payment To Be Made On Measurement Of Finished Quantity ) ( B ) Do-By Fine Sand 166 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints Withlocal Sand. 167 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 ) Pakur Variety 168 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor. 169 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundation And Upto Roof Of Ground Floor / Upto 4 M ( I ) Tor Steel / Mild Steeliii. Other Manufacturers Not Specified 170 Hire & Labour Charges For Shuttering For Foundation Concrete Side Shuttering For Concretefloor , Roof , Beam , Lintels, Column , Slab Etc. ( When The Height Of A Particular Floor Is More Than 4 M The Equivalent Floor Height Shall Be Taken As 4 M And Extra For Works Beyond The Initial 4 M Ht. Shall Be Allowed Under 12 ( E ) For Every 4 M Or Part Thereof ) ( C ) Steel Shuttering Or 9 To 12 Mm Thick Approved Quality Ply Board Shuttering In Any Concrete Work 171 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Scaffolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Of Chipping Over Concrete Surface ] ( I ) With 1:6 Cement Mortara ) 15 Mm Thick Plaster 172 Applying Exterior Grade Acrylic Primer Of Approved Quality And Brand On Plastered Or Cencrete 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 In Ground Floor: ( A ) One Coat [ This Item To Be Done Under Specific Instruction Of The Superintending Engineer ] 173 Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality, As Per ManufacturerS Specification And As Per Direction Of Engineer-In-Charge To Be Applied Over Acrylic Primer As Required. The Rate Includes Cost Of Material, Labour, Scaffolding And All Incidental Charges But Excluding The Cost Ofprimer.A ) Super Protective100% Acrylic Emulsion. 174 Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sill, Floor Etc. Note:Cement 0.152 Cu.M Per100 Sq.M. 175 M.S. Gate Of Jail Type As Per Approved Design Made Of Strong M.S. Frame Work, Intermediate Stiffeners And Round / Square Bars Or Angles. M.S. Sheet ( Not Less Than 14 Gauge ) Gussets, Cleats Etc. Including Necessary Riveting, Bolting, Welding, Locking And Hanging Arrangements, Fitting And Fixing Complete As Per Direction Of The Engineer-In -Charge. In Ground Floor ( For Two Nos. Gate ) 176 ( A ) Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 177 A ) Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc. Including Using Of Approved Putty Etc. On The Surface, If Necessary: ( B ) On Steel Or Other Metal Surface :With Super Gloss ( Hi-Gloss ) ( Iv ) Two Coats ( With Any Shade Except White ) 178 Laying Of Rising Main Pipe Line ( Clear Water ) 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 Includingcarriage Of Pipes, Specials And Valves From Local Deptt. Store Within 8Km And Back Filling The Trenches With Excavated Earth In Layers To Original Condition As Per Specification And Direction Of Eic. The Surplus Materials After Execution Of Work Are To Be Return To The Deptt. Store.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 Item Ii ) 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. Laying Of Rising Main From Tw To Ohr B ) 100Mm Dia. 179 D ) 150Mm Dia. 180 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 ) 100Mm Dia. 181 D ) 150Mm Dia. 182 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 ) 100Mm Dia. 183 D ) 150Mm Dia. 184 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. A ) 80Mm.Dia. To 125Mm.Dia Pipe 185 B ) 150Mm.Dia.To 200Mm.Dia Pipe 186 Chamfering The Spigot End Of All Type / Class Of Di Pipe For Proper Using Of Push Joint By Means Of Grinder Set At Site For Proper Joint Etc. All Complete As Per Direction Of Eic.A ) 100Mm Dia. 187 B ) 150Mm Dia. 188 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 ) .A ) For Ci / Di Pipeb ) 100Mm Dia. 189 D ) 150Mm Dia. 190 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 ) . A ) For Ci / Di Pipeb ) 100Mm Dia. 191 D ) 150Mm Dia. 192 Submission Of Complete Detailed Drawing Of Distribution System, Rising Main Etc. After Execution Of Work Showing Position Of Different Types Of Valves, Fittings / Specials Sluice Valve Chamber With Location, Node To Node Wise In The Sanctioned Drawing As Completion Drawing Of The Water Supply Scheme As Per Direction And Satisfaction Of Eic. The List Of Dia Wise Fitting / Specials, Different Pipes ;Of Valve Used In The Rising Main Should Be Shown In The Completion Drawing ( Not Separate ) With Verified By Sae & Ae In-Charge Of The Scheme. The Above Drawing Will Be Submitted In 5 Copies. 193 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 194 Cost For Boring Through Any Type Of Soil By Augor Boring ( Horizental ) With Water Jetsystem Including Hire Charges Of Machine, Tools & Plants, All Complete With All Labour And Supply Of Water Etc. As Per Specification And Direction Of Eic. 80 Mm To 100 Mm Dia. 195 Ii ) 150 Mm To 250 Mm Dia. 196 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 Inrcc 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 197 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. 198 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 ) 199 Ms Dismantling Joints With Rubber Compression Ring And Adjustable Follower Flanged Complete Assembled Unit With Galvanized Stud And Nuts.Dismantling Joint Pn 1.6150Mm 200 Laying Of Distribution Pipe Linecarrying Ci / Di Pipes With Specials And Valves And Lowering Placing In Position And Laying Carefully Inside The Trenches In Proper Alignment And Gradient Etc. Including Earth Work In Excavation Of Adequate Width As Per Specification Having Min. Clear Cover From Top Of Pipe Is 1.10Mtr. Below Existing Ground Level In Any Kind Of Soil Including Mixed With Boulder, Road Sub-Grade And Its Flank, But Excluding Moorum And Laterite And Stone Etc.Without Damaging The Exisiting Telephone / Electric Cable Etc. ( In Case Of Damaged If Any Type Of Cable Line During Excecution , Necessary Damaged Charges As Applicable By The Respective Authority Will Be Borne By The Agency In His Own Cost ) Preparing The Bottom Surface For Continuous Bedding Of Pipe Line And Laying Pipes, Fitting, Fixing Specials And Valves With Bailing Out Water If Any Includingcarriage Of Pipes, Specials And Valves From Local Deptt. Store Within 8Km And Back Filling The Trenches With Excavated Earth In Layers To Original Condition As Per Specification And Direction Of Eic. The Surplus Materials After Execution Of Work Are To Be Return To The Deptt. Store.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 Full Iii ) The Pipes, Specials And Valves , Rubber Gasket Will Be Supplied Deptt. Free Of Cost.A ) 200Mm Dia. 201 Supplying Hdpe ( Materials Grade Pe-100 ) Pipes Conforming To Is 4984-1995 With Latest Revision & Amendments If Any With Necessary Hdpe 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 Ofhydraulic Tack And Trimming Machines, Hitter Etc. For Reaching At Necessary Melting Point Of Hdpe Pipe So That Joint Can Be Monolithic ) So As To Facilitate The Maintenance Of Pipe Line Locally As Per Conventional Method In Future. ( A ) Pressure Rating : Pn 6 ( Ii ) Laying Of Pipe Line Including Cost Of Pipe & Fittings / Specials Butexcluding Cost Of Valves.A ) 50 Mm ( Od ) 202 B ) 63 Mm ( Od ) 203 C ) 75 Mm ( Od ) 204 C ) 90 Mm ( Od ) 205 C ) 110Mm ( Od ) 206 E ) 140Mm ( Od ) 207 F ) 160Mm ( Od ) 208 G ) 180Mm ( Od ) 209 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 ) E ) 200Mm Dia. 210 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 ) .E ) 200Mm Dia. 211 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 212 Chamfering The Spigot End Of All Type / Class Of Di Pipe For Proper Using Of Push Joint By Means Of Grinder Set At Site For Proper Joint Etc. All Complete As Per Direction Of Eic.E ) 200Mm Dia. 213 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 ) .A ) For Ci / Di Pipee ) 200Mm Dia. 214 B ) For Upvc / Hdpe Pipeb ) 50Mm Dia ( Od ) 215 C ) 63 Mm Dia ( Od ) 216 C ) 75 Mm Dia ( Od ) 217 C ) 90 Mm Dia ( Od ) 218 C ) 110Mm Dia ( Od ) 219 E ) 140Mm Dia ( Od ) 220 F ) 160Mm Dia ( Od ) 221 G ) 180Mm Dia ( Od ) 222 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 ) .A ) For Ci / Di Pipee ) 200Mm Dia. 223 B ) For Upvc / Hdpe Pipeb ) 50Mm Dia ( Od ) 224 B ) 63Mm Dia ( Od ) 225 B ) 75 Mm Dia ( Od ) 226 B ) 90Mm Dia ( Od ) 227 C ) 110Mm Dia ( Od ) 228 E ) 140Mm Dia ( Od ) 229 F ) 160Mm Dia ( Od ) 230 G ) 180Mm Dia ( Od ) 231 Submission Of Complete Detailed Drawing Of Distribution System, Rising Main Etc. After Execution Of Work Showing Position Of Different Types Of Valves, Fittings / Specials Sluice Valve Chamber With Location, Node To Node Wise In The Sanctioned Drawing As Completion Drawing Of The Water Supply Scheme As Per Direction And Satisfaction Of Eic. The List Of Dia Wise Fitting / Specials, Different Pipes ;Of Valve Used In The Rising Main Should Be Shown In The Completion Drawing ( Not Separate ) With Verified By Sae & Ae In-Charge Of The Scheme. The Above Drawing Will Be Submitted In 5 Copies. 232 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 233 Dismantling All Types Of Plain Cement Concrete Works, Stacking Serviceable Materials At Site And Removing Rubbish As Directed Within A Lead Of 75M In Ground Floor Including Roof.A ) Upto 150 Mm. Thick 234 ( A ) Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. ( Payment To Be Made On Measurement Of Finished Quantity ) ( B ) Do-By Fine Sand 235 Single Brick Flat Solingof Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Local Sand. 236 Brick Work With 1St Class Bricks In Cement Mortar ( 1:6 ) ( B ) In Superstructure, Ground Floor 237 Ordinary Cement Concrete M-15 ( Mix 1:2:4 ) With Graded Stone Chips ( 20Mm Down Size ) Excluding Shuttering And Reinforcement If Any In Ground Floor. As Per Relevant Is Code. A ) Pakur Variety 238 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 Inrcc 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 239 Ii ) 200 Mm Dia Pipe 240 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. 241 Making Lighting Arrangement For Continuation Work During Night Including All Charges ( Applicable Exclusively For Emergency Situation And As Per Direction Of Eic. ) 242 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 ) 243 Cast Iron Double Flanged Non- Rising Spindle Sluice Valve Generally Confirming To Is 14846 Having Body Door / Dome / Bonnet And Cover Of Cast Iron Gr Fg 260, Spindle Of Is 6603, Gr-12 Cr-13, Spindle Nut & Seat Rings Are Of Gunmetal As Per Is:318 Ltb 2. Flanges Flat Faced And Drilled To Is:1538 Part Iv & Vi, Valves Are Suitable For Maximum Working Pressure Of 10 / 16 Kg / Sqcm ( Seat Test ) And Body Tested To 15 / 24 Kg / Sqcm 350 Nb And Above Valves Should Be Provided With Enclosed Gear Box And Antifriction Device For Ease Of Operation. All The Valves Should Be Tested By Closed End Method Only.Sluice Valve Pn 1.6 ( Non Rising ) 200Mm 244 Providing Fhtc From The Existing Cl / Dl / Upvc / Hdpe / Gl / Ac Distribution Pipeline By Installing 10 Mm Nb Gun-Metal Ferrule Conforming To Is 2692:1989 With Latest Amendments On The Said Pipeline With Supply, Fitting & Fixing Of All Other Accessories Like Saddle Piece Of Required Size To Fit The Existing Distribution Pipeline, Specials, Nut & Bolts, Rubber Sheet, Washers Etc And Supply & Laying Of 15Mm Nb Pvc ( Schedule 80 ) / 20Mm Od Hdpe ( Peioo, Pn16 ) Pipe ( Average 15M Length ) With All Necessary Specials 1.0 Metre Below The Ground Connecting The Ferrule Including Cutting Trenches In All Sorts Of Soil And Filling Up Trenches As Per Direction Of The Engineer-In-Charge And Upto A Point Just Inside The Premises Of The Household Or As Directed By Eic. Supply And Installation Of A 15Mm Dia. Alloy Iron Bib Cock ( Tested To 21 Kg / Cm2 ) Above 1.0 Mtr. From Ground, An Alloy Stop Cock Of 15 Mm Dia. With Brass Spindle ( Tested To 21 Kg / Cm2 ) To Be Fitted In A Position As Directed By E.I.C. G.L Pipe Of Tata Make ( Medium Duly ) Of 2 Metre Length With All Necessary Specials To Continue From The End Of The Hdpe / Pvc 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-1785 And Threaded To Match With Gi Pipe As Per Is: 1239 ( Part-I ) .2. Rate Is Exclusive Of Supply And Delivery Of 10Mm Nb Gun Metal Ferrule.3. Payment Of Supply And Laying Of 15Mm Dia Nb Pvc ( Schedule 80 ) Or 20Mm Od Hdpe ( Pe 100, Pn 16 ) Pipe With All Necessary Specials 1.0M Below The Ground Will Be Made On Actual Measurement Basis. The Rate Of This Item Is Rs. 117 / -Per Metre.A ) Upto 10M Length 245 B ) Above 10M Upto 20M Length 246 Colection Of Household Details As Per Prescribed Formatthrough Mobile App / Hard Copies Including Geo Referance As Diected By E.I.C And Submission Of The Same To The P.H.E Dte.In Soft Copies. 247 Construction Of Platform Of Size 600Mm X 600Mm ( Inner Dimension ) Having 125Mm Thick Brickedging With 125Mm X 125Mm Rcc ( 1:1.5:3 ) Support Of Providing Fhtc As Per Relevant Drawing ( Dwg. No. Pc1 / Platform For 248 Iron Elemination Plantsupplying, Fabrication, Erection On Suitable Rcc Foundation And Commissioning With 3 ( Three ) Months Trial Run ( Including Cost Of Routine Testing Of Water Sample For Performance Evaluation ) Of Pressure Type Iron Removal Plant As Per Design Norms Of The P.H.E. Dte. With Necessary Accessories Viz. Ms Fabricated Shell With Minimum 10 Mm Thick Ms Plate With 2 ( Two ) Coats Of Anticorrosive Paint & Minimum 12 Mm Thick Ms Media Supporting Plate Fitted With Required No. Of Pot Strainer, Ms Fabricated Oxidation Chamber With Minimum 10 Mm Thick Plate With Necessary Pipe Connection, Valves, Gauges & Other Instruments As Required As Per Departmental Approved Design & Drawing Including Cost Of Filter Media, Air Compressor & Air Blower With Motor, Starter, Main Switch Etc. Of Required Capacity & Approved Specification Including Power Connection From Main Line Etc. All Complete. Note-1 ) Rate Excludes The Cost Of Concrete Platform & Drain, And The Cost Of Blower Room 2 ) For More Than 50 Cum / Hr, Twin Unit Of Equal Size In Parallel Shall Be Adopted. ( Ref. Phed Sor July 2019, Pg- Iep-1 ) 249 A ) Controled Cement Concrete With Well Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering & Reinforcement With Complete Design Of Concrete As Per [ Isi: 456 And Relevant Special Publication. Submission Of Job Mix Formula After Preliminary Mix Design After Testing Of Concrete Cube As Per Direction Of The Eic. Consumption Of Cement Will Not Be Less Than 300Kg Of Cement With Super Plasticiser Per Cum. Of Controlled Conc. But Actual Consumption Will Be Determined On The Basis Of Preliminary Test & Job Mix Formuta. In Ground Floor And Foundation. [ Using Concrete Mixture ] M 25 Grade ( Cost Derived For Pakur Variety, Analysed Rate Ref. As Per ( Annexure - Xiva ) 250 B ) Construction Of 4.1 Mtr X 3.5 Mtr Blower Room / Pump House Without Water Supply And Sanitary Arrangments For Plain Area ( Ref Based On Pwd Sor ( V-1 ) 2017 W.E.F. -01.11.2017, As Per Departmental Type Design ) .Annexure-Vb 251 C ) Construction Of Masonry Drain 300 Mm X 250 Mm Inner Section With 1St Class 250 Mm Th. Brick Work In Cement Mortar ( 1:4 ) Over A Layer Of Single Brick Flat Soling, Sand Filling 100Mm Th. And 100 Mm Th. Weak Cement Concrete ( 6:3:1 ) With Graded Stone Ballast Pakur Variety ( 40Mm Size ) Including Earth Work In Excavation, 15Mm Th. Cement Plaster ( 4:1 ) And Neat Cement Punning All Rounding The Drain Etc. All Complete As Per Approved Design, Drawing And Direction Of The Engineer In-Charge. ( Annexure - Xivc ) 252 Add Gst @18% On Sum Of Item No. 1 To 251 253 Add Cess @1% On Sum Of Item No. 1 To 252
