Execution Of Different Works Related To Chakiarchhara ( Runibari ) Pwss Under Jal Jeevan Mission -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 2 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Of Engineer-In-Charge.A ) When Casing Pipe Is Used To Prevent Collapse Of Bore Hole ( Casing Pipe To Be Finally Withdrawn ) ( I ) Depth 0M To 10M 3 Iii ) Collection Of Samples From The Bore Hole Made As Per B-A ( A ) Undisturbed 4 ( B ) Disturbed 5 Vi ) Standard Penetration Tests ( S.P.T. ) By Split Spoon Sampler In The Bore Hole As Per Is 2131. ( I ) 0.0M - 10.0M 6 A. Laboratory Investigation: I ) Liquid Limit As Per Is 2720 ( Part – V ) . 7 Ii ) Plastic Limit As Per Is 2720 ( Part – V ) 8 Iii ) Grain Size Analysis By Sieving As Per Is 2720 ( Part – Iv ) 9 Iv ) Grain Size Analysis By Hydrometer Method Asper Is 2720 ( Part – Iv ) . 10 V ) Determination Of Water Content As Per Is2720 ( Part – Ii ) 11 Vi ) Determination Of Specific Gravity As Per Is2720 ( Part – Iii ) . 12 Vii ) Direct Shear Test As Per Is 2720 ( Part – Xiii ) . 13 Viii ) Determination Of Unconfined Compression Strength As Per Is 2720 ( Part – X ) .A ) Undisturbed 14 Xiv ) Determination Of Consolidation Properties As Per Is 2720 ( Part – Xiv ) . 15 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 ) . 16 C ) Determination Of Shear Strength Parameters Of A Soil From Consolidated Drained Test As Per Is 2720 ( Part – X ) 17 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 ) . 18 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 19 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. 20 Rising Cum Delivery Mainsupply Of Cidf & Specials As Per Is 1338-1992 21 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. 22 Ii ) 200 Mm Dia. 23 Iii ) 250 Mm Dia. 24 Supply Of C.I. Jeffy Coupling ( Flexible ) Joint Complete With Studtsnuts Bolts, Rubbon Sealing Reing As Per I.S.Specification.I ) 150 Mm Dia. 25 Ii ) 200 Mm Dia. 26 Iii ) 250 Mm Dia. 27 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. 28 150 Mm Dia 29 200 Mm Dia 30 250 Mm Dia 31 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 32 150 Mm Dia 33 200 Mm Dia 34 250 Mm Dia 35 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 36 150 Mm Dia 37 200 Mm Dia 38 250 Mm Dia 39 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 40 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. 41 C ) 200 Mm Dia. 42 E ) 250 Mm Dia. 43 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. 44 A ) 80 Mm Dia. 45 C ) 150 Mm Dia. 46 D ) 200 Mm Dia. 47 D ) 250 Mm Dia. 48 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 49 I ) 200 Mm Dia Pipe 50 I ) 250 Mm Dia Pipe 51 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 52 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 ) 53 Hw Site P / Houseearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Lateriatc 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, Leveling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.A ) Depth Of Excavation Not Exceeding 1.500 Mm. 54 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 55 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 ) . 56 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And 1Illing Joints With Local Sand. 57 Cement Concrete With 30 Mm Down Graded Shingles Excluding Shuttering ( N.B. Variety ) . In Ground Floora ) 6:3:1 Proportion 58 Ordinary Cement Concrete Mix 1:1.5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Exciuding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes.River Bazree 59 A ) 25 Mm To 30 Mm Shuttering Without Staging, In Foundation 60 B ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Direction Of E.I.C. In Foundation. 61 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 62 Brick Work With Ist Class Bricks In Cement Mortar ( 1:6 ) ( A ) In Foundation And Plinth 63 B ) In Superstucture, Ground Floor. 64 Artificial Stone In Floor, Itado, Staircase Etc. With Cement Concrete ( 1:2:4 ) With Stone Chips, Iaid 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 Betore Flooring Works Using Cement 175 Kg / Sq.M All Complete Including All Materials And Labour.In Ground Floor. ( I ) 35 Mm. Thick 65 Wood Work In Door And Window Frame Fitted And Fixed In Position Complete Including A Protective Coat Of Painting At The Contact Surface Of The Frame Exluding Cost Of Concrete, Iron Butt Himges And M.S Clamps. ( The Quantum Should Be Correted Upto Three Decimals ) .A ) Sal: Siliguri 66 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. ( Costof Concrete Will Be Paid Separately ) ( I ) 40Mm X Bmm, 200Mm Length 67 Supplyof Fan Hook. 68 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 ) 20 Mm Thick Plaster 69 B ) 15 Mm Thick Plaster 70 Ii ) With 1:4 Cement Mortarc ) 10 Mm Thick Plaster 71 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc 72 Applying Decorative Cement Based Paint Of Approved Quality After Preparing The Surface Including Scraping The Same Thoroughly ( Plastered Or Concrete Surface ) As Per ManufacturerS Specification.In Ground Floor ( I ) One Coat On New Surface 73 Ii ) Two Coats. 74 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 Of Primer.A ) In Ground Floor ( Two Coat ) ( I ) Normal Acrylic Emulsion 75 A ) Priming One Coat On Timber Or Plastered Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc 76 ( B ) Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 77 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening.Surtace By Sand Papering Etc. Including Using Of Approved Putty Etc. On The Surface, If Necessary. ( A ) On Timber Or Plastered Surface With Super Gloss ( Hi-Gloss ) .Two Coat ( With Any Shade Except White 78 B ) On Steel Surfacei ) One Coat ( With Any Shade Except White 79 Panel Shutters Of Door And Window, Asper Design ( Each Panel Consisting Of Single Plank Without Joint ) , Including Fitting And Fixing The Same In Position But Excluding The Cost Of Hinge And Other Fittings. In Ground Floor. ( I ) 35 Mm Thick Shutters With 19 Mm Thick Panel Of Size 30 To 45 Cm.A ) Sishu, Gamar, Champ, Bhola, Mogra, Hallak. 80 Glazed Shutter Of Door , Windows, Fan Light Clerestory Window Etc. As Per Designe ( With Ordinary Glassof 7.4 Kg / Sq.M. 3 Mm Thick ) Fitted With Putty Bed And Teak Wood Bead Cost Of Hings And Other Fittings And Fixing Shutter In Position But Excluding The Cost Of Hinges And Other Fittings .Cost Of Glass Putty Wooded Beads Etc Will Be Separately.35 Mm Thick Shutter .A ) Sishu, Gamar, Champ, Bhola, Mogra, Hallak. 81 Sipplyng Best Indian Sheet Glass Panes Set In Putty And Fited And Fixrd Witlh Ails And Putty Conmplete. ( In All Floors For Internal Wall& Upto 6 Nm Height For External Wall. ( I ) 4 Mm Thick 82 Ms.Or W.I Ornamental Grill Of Approved Design Joints Continuously Welded With M.S.W.Flats And Bars Of Windows, Railing Etc. Fitted And Fixed With Necessary Screws And Lugs In Rround Floor. ( I ) Gril Weighing Above 10 Kt. / Sq Mtr And Up To 16 Kg. / Sq, Mtr. 83 I ) 300 Mm.Iron Hasp Bolt Of Approved Quality Fitted And Fixed Complete ( Oxidised ) With 16Mm Dia Rod With Centre Bolt And Round Fitting. 84 ( I ) 150 Mm X5.5 Mm .Iron Door Handle Of Approved Quality Fitted And Fixed Complete: 85 ( Ii ) 100 Mm X 5 Mm. 86 I ) Sal Siliguri.A ) With 75 Mm Iron Butt-Hingesupplying, Fitting And Fixing Hinge Cleat In Position Excluding The Cost Hinge And Other Fittings. 87 I ) Sal: Siliguri.B ) With 50 Mm Iron Butt-Hinge 88 Iron Butt Hinges Of Approved Quality Fitted And Fixed With Steel Screws, With Isi Mark.I ) 50 Mm. X 37Mm. X 1.50Mm 89 ( I ) 75Mm. X 40Mm. X 1.12Mm. 90 ( I ) 100Mm. X 50Mm. X 1.25Mm 91 Iron Socket Bolt Of Approved Quality Fitted And Fixed Complete.A ) 100Mm Long X 10Mm Dia Bolt. 92 B ) 150Mm Long X 10Mm Dia Bolt. 93 Chalmp For Fan Light Fitted & Fixed Complete 94 Precast Pierced Concrete Jally Work As Per Design And ManufacturerS Specification Including Moulding Etc. With Stone Chips And Necessary Reinforcement Shuttèring Complete Including Fitting, Fixing In Position In All Floors. ( A ) 37.5 Mm Thick Panels 95 Supplying P.V.C. Water Storage Tank Of Approved Quality With Closed Top With Lid ( Black ) -Multilayer ( A ) 500 Litre Capacity. 96 Labour For Hoisting Plastic Water Storage Tank 97 Supplying, Fitting And Fixing G.I. Pipes Of Tata Make With All Necessary Accessories, Specials Viz. Socket, Bend, Tee, Union, Cross, Elbo, Nipple, Longscrew, Reduing 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 Nece [ Sarý Fittings 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 Includingall Pecials.No Separate Payment Will Be Made For Accesories, Specials. ( Payment For Painting Will Be Made Seperately ) ( I ) 25 Mm Dia. Medium Quality 98 ( Ii ) 15 Mm Dia. Medium Quality 99 Labour For Punching Hole In Plastic Water Storage Tank Upto 50 Mm Dia. 100 Supplying, Titting And Fixing Gunmetal Wheel Valve Of Approved Brand And Make Tested To 21Kg Per Sq. Cm. ( For Water Lines Only ) .I ) 25 Mm Dia. 101 Ii ) 20 Mm Dia. 102 Supplying, Fitting And Fixing Alloy Iron With Brass Spindle Bib Cock / Stop Cock Of Approved Brand And Make, Spray Painted And Tested To 21 Kg Per Sq. Cm.I ) 15 Mm Dia 103 Supply Of Upvc Pipes & Fittings Etc. Conforming To Is-13592-1992I ) Door Tee 110 Mm 104 Ii ) Vent Cowl 110 Mm 105 ( Ii ) Door Bend ( T.S. ) 110 Mm 106 Supply Of Upvc Pipes ( B Type ) & Fittings Conforming To Is-13592-1992A ) Single Socket 3 Meter Length. ( I ) 110 Mm . 107 Orissa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make In Position . ( I ) 530 Mm X 410 Mm. 108 Supplying , Fitting , Fixing Cast Iron P Or S Trap Conforming To Is: 3989 / 1970 / And 1729 / 1964 Incl. Lead Caulked Joints And Painting Two Coats To Exposed Surface . ( Painting To Be Separately ) .A ) S Trap I ) 100 Mm Dia . 109 Supplying , Fitting , Fixing, 10 Liter P.V.C. Low-Down Cistern Conforming To I.S Specification With P.V.C. Fittings Complete.C.I. Brackets Incl. Two Coats Of Painting To Bracket Etc.I ) White 110 Construction Of Inspection Chamber Measure 600Mm X 600Mm X Upto 600Mm ( Depth ) With250 Mm Thick 1St Class Brick Wwk In Cement Mortr ( 1:4 ) On All Sides, Bottom Of The Pit Conuntng Of 100 Mm Thick Cement Concrete ( 1:3:6 ) With Stone Chips Over A Layer Of Jhama Brick Flat Soling15 Mm Thick ( 1:4 ) Cenent Plster To Inside Walls.A ) With Bazree ( N.B Varity ) 111 Constrution Of Septic Tank Of Differont Apacities As Per Approved Drawng Wilh 1St Class Bck Work M Cement Mortar ( L:4 ) Includng Two 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Ot Approved Make Supplod, Iitted And Fned In The 100M Thick R.C.C ( I: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 Below6. Floor Tunished With 25 Mm Thick Grey Artificata ) For 10 Usersi ) With Baztee [ N.B Varitv ] 112 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 Ceiment 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.With 250 Mm Thick Dry Brick Work And 250 Mm Thick Cement Brick Work ( 1:6 ) And 1.00 M Inside Dia. 113 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor 114 Supplying. Fitting And Fixing Fibre Reinforced Polymer ( Frp ) Composite Door Frame As Per Approved Section With Glass Fibre Reinforced Plastic Mouided Skins And A Special Sandwich Core, So As To Impart Monolitaheic Composite Structure As Per Approved Technologydepartment Of Science And Technology ( Dst ) To Safisty Is: 4020 Door Testing Performanc ( I ) 66 Mm X 90 Mm 115 Supplying Fitting Fixing Best Quality Digital Printed Ceramic Tiles In Colour Decorative In Wall 1& Ftloor To Match With.Complete. 116 Hw Site Boundary Wallearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Lateriatc 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, Leveling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.A ) Depth Of Excavation Not Exceeding 1.500 Mm. 117 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. 118 Cement Concrete ( 1:3:6 ) With 30 Mm Down Graded Excluding Shuttering.A ) 6:3:1 Proportion. 119 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. 120 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 121 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, 122 B ) ) 25 Mm To 30 Mm Thick Wooden Shutter As Per Decision & Direction Of Engineer-In-Charge. 123 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 ( 6:1. ) .15 Mm Thick Plaster. 124 With Cement Mortar ( 6:1. ) .20 Mm Thick Plaster. 125 With Cement Mortar ( 4:1 ) 10 Mm Thick. 126 Neat Cement Punning About 1.5Mm Thick In Wall , Dado , Window, Sills Floor Drain Etc, 127 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 . 128 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 ) 129 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 130 Earth Work In Filling Compound , Tank , Low Sand Ditches Etc, Good Earth, In Layer Not Exceeding 250Mm Including Breaking Clods & Consolidating The Same By Ramming And Dressing Complete Etc. Layer By Layercompletei ) With Carried Earth Arrangement By The Contractor Within A Radius Of 3Km Including The Cost Of Carriage But Not Exceeding 5Km 131 M.S. & Wi Ornamental Grill Of Approved Design Joints Continuously Welded With Ms.Wi. Flats And Bars Of Windows Railing Etc. Fitted And Fixed With Necessary Screws Andlugs In Ground Floor. ( I ) Grill Weighing Above 10Kg / Sq.M. And Up To16kg / Sqm. 132 125 Mm Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) With1st Class Brick In All Floor. 133 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 134 200 Ohrearth Work In Excavation Of Foundation Trenches Or Drains Or Septic Tank Soak Well Etc. In All Sorts Of Soil ( Including Mixed Soilbut Excluding Latarite Or Sand Stone ) Including Removing Spreading Or Stack- Ing The Spoils Within A Lead Of 75M. As Directed. The Item Includes Necessary Trimming The Sides Of The Trenches, Leveling Dressing And Ramming The Bottom, Bailing Or Pumping Out Water Etc. As Required Complete. 135 Depth Of Excavation Not Exceeding 1.5 Mtr. But Not Requiring Shoring 136 Beyond 1.5 Mtr. Upto 3.0 Mtr.But Not Requiring Shoring 137 Filling In Foundation Or Plinth By Fine Sand In Layers Not Exceeding 150 Mm As Directed & Consolidating Same By Through Saturation With Water And Ramming Complete Including The Cost Of Supply Of Sand. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work. ) ( A ) By Fine Sand. 138 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 15Cm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On Basis Of Measurement Of Finished Quantity Of Work ) 139 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming & Dressing Bed To Proper Level & Filling Joints With Powdered Earth Or Local Sand Including Cost Of Sand Etc Complete As Per Direction & Specification. 140 Oridinary Cement Concrete M-15 ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm.Down ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevent Is Code 456-2000. From …...Concidaring 73 Km.A ) Pakur / ( Up To Ground Level ) . 141 Controled Cement Concrete With Well Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering & Reinforcement With Complete Design Of Concrete As Per [ Isi : 456 And Relevant Special Publication. Submission Of Job Mix Formula After Preliminary Mix Design After Testing Of Concrete Cube As Per Direction Of The Eic. Consumption Of Cement Will Not Be Less Than 300Kg Of Cement With Super Plasticiser Per Cum. Of Controlled Conc. But Actual Consumption Will Be Determined On The Basis Of Preliminary Test & Job Mix Formuta. In Ground Floor And Foundation. [ Using Concrete Mixture ] M 25 Gradepakur Varietyfor Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto4 Mtr ( Column, Bracing ) 142 4 M To 8 M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 143 8 M To 12 M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 144 12 M To 16M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 145 16 M To 20 M ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 146 20 M & Above ( Landing, Step, Roof Dome, Walk Way, Platform ) ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 147 Controled Cement Concrete With Well Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering & Reinforcement With Complete Design Of Concrete As Per [ Isi : 456 And Relevant Special Publication. Submission Of Job Mix Formula After Preliminary Mix Design After Testing Of Concrete Cube As Per Direction Of The Eic. Consumption Of Cement Will Not Be Less Than 320Kg Of Cement With Super Plasticiser Per Cum. Of Controlled Conc. But Actual Consumption Will Be Determined On The Basis Of Preliminary Test & Job Mix Formuta. In Ground Floor And Foundation. [ Using Concrete Mixture ] M 30 Grade.In Heel Beam, Conical Slab, Bottom Dome, Bottom Ring Beam, Walkway, Shell Wall Etc. Pakur Variety16 M To 20 M ( For Heel Beam ) ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 148 B ) 20 Mtr. And Above ( Cell Wall, Floor, Top & Bottom Ring Beam & Bottom Doom, Walk Way And Lantern Etc ) . ( Add Extra Over The Rate Of Ground Floor For Basement And Each Additional Floor Above Ground Floor For ( 149 Hire And Labour Charges For Shuttering With Centreing And Necy. Staging Upto 4M. Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Conc. Slabs, Beams, Columns, Lintels Curved Or Straight Includg. Fitting, Fixing And Striking Out After Completion Of Works.From Foundation To 4M Above Glabove 25 Mm And Upto 30 Mm Wooden Shuttering As Per Direction Of Eic. 150 Hire & Labour Chages For Shuttering For Conc. Work In Overhead R.C. Reservoir On Separate R.C. Frame Including Fitting, Fixing & Stricking Off After Completion Of Work ( From 4M To Top Of Reservoir ) . 151 Extra For Staging Beyond 4 Mtr ( Mode Of Measurement Area Of Unsupported Horizontal Projection, Where Staging Beyond 4 Mtr. Is Practically Un-Avoidable ) Staging Height To Be Considered For 4 Mtr. Above G.L. To Mean Height Of Soffit And Plan Area In Between Out Side Of Ring Beam Minus Hollow Shaft If Any And Annular Ring Beam Of Staging Above Metial 4 Mtr. 152 Reinforcement In Reinforced Conc. Work In All Sorts Of Structures Includg. Dist.Bars, Stirrups, Binders Etc., Initial Straightening And Removal Of Loose Rust ( If Necy. ) Cutting To Requisite Length, Hooking And Bending To Correct Shapde, Placing In Proper Position And Binding With 16 Gauge Balck Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundn. Basement And Upto Roof Of Ground Floor / Upto 4M. ( I ) Tor Steel / Mild Steel. Sail / Tata / Rinlfor Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto 4 M. 153 Extra For Works Beyond The Roof Of Ground Floor / Initial 4 M. To 8 Mtr. ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 154 8 M To 12 M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 155 12 M To 16M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 156 16 M To 20 M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 157 Beyond 20 M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 158 Supplying & Labour For Mixing Of Super Plasticizer Of Approved Make Brand Sika / Cico Conforming To Is-2645-1975 & Is-9130-1979 To Be Need In Mortar Admixture @ 0.20% By Wt. Of Cement ( I.E 100Ml Per 50Kg Of Cement ) For Improving Workability, Reducing Shrinkage And Improvement Of Water Tightness Of The Concrete. 159 ( A ) Applying 2 Coats Of Bonding Agent With Synthetic Multi Functional Rubber Emulsion Having Adhesive And Water Proofing Properties By Mixing With Water In Proportion ( 1 Bonding Agent : 4 Water : 6 Cement ) As Per ManufacturerS Specification 160 ( B ) Applying 2 Coats Of Non-Toxic Acrylic Polymer Modified Paint Having Adhesive & Waterproofing Properties By Mixing In Proportion ( 1 Liquid: 4 Cementitious Material ) Or As Per ManufacturerS Specification For Water Proofing Layer In Water Tank Etc. 161 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. 162 Wood Work In Door And Window Frame Fitted And Fixed In Position Complete Including A Protective Coat Of Painting At The Contact Surface Of The Frame Exluding Cost Of Concrete, Iron Butt Hinges And M.S Clamps. ( The Quantum Should Be Correted Upto Three Decimals ) .Wood Work In Door And Window Frame Fitted And Fixed In Position Complete Including A Protective Coat Of Painting At The Contact Surface Of The Frame Exluding Cost Of Concrete, Iron Butt Hinges And M.S Clamps. The Quantum Should Be Correted Upto Three Decimals. D ) Sal Local 163 Artificial Stone In Floor, Dado, Staircase Etc. With Cement Concrete ( 4:2:1 ) With Stone Chipes Laid In Panels As Directed Toping Made With Ordinary Or White Cement ( As Necy. ) & Marble Dust In Proportion ( 2:1 ) Including Smooth Finishing & Rounding Off Corners Including Rackng Out Joints Or Roughening Of Conc. Surface & Including Application Of Cement Shlurry Before Flooring Works, Using Cement @ 1.75 Kg / Sqm All Complete Including All Materials & Labour Above Heel Beam. 3 Mm Thick Toping High Polishing Grinding On This Item Is Not Permitted With Ordinary Cement. ( A ) 25 Mm Thick. ( Reservoir Inside Floor & Wall, Walk Way Floor, Cc Step, Platform Landing ) . 164 Supplying At Site Filling , Fixing , Erecting And Building In Position Where Necessary 600Mm.Wide M.S. Cat Ladder As Per Design Consisting Of 2Nos. Ismc 150, 8Mm.Thick With Necessary Base Plate Of 8Mm.Thick 100Mm.Wide M.S. Plate As Steep @ 300Mm.A / C Supported On Isa 50X50x6 , Isa 60X60x8mm.Thick Both Side As Per Requirement.900Mm.Ht. As Post On One Side / Both Side @ 1000 And Isa 45X45x6 As Horiz. Runner To Cover Side Railing Including Fabrication, Welding, Drilling Etc.As Per Drawing And Direction And Finished With Two Coats Of Synthetic Enamel Painting Over A Coat Of Primer Etc. All Complete As Per Direction Of Eic. For Cat Ladder, Railing Of Stair & Platform, Walkway Etc. E ) From 20Mtr. To 24Mtr. @ 1.5%Extra Of ( D ) 165 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 166 Supplying, Fitting, Fixing 900 Mm High G.I. Pipe Railing For R.C.C Stair Cat Ladder Walk Way Fabrication, Erection, Welding Of 40 Mm G.I ( Non Tata Medium ) Pipe Place At Top Of Railing And 2 Nos 25 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed Equally In Between Railing Top & Floor Vertical Post Of Railling Are 40 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed At 900 Mm C / C . The Each End Of The Vertical Post Is Join By The 62 Mm ( 25 Mm X 6 Mm X 0.062 M Long ) Ms Flat And 150 Mm Length ( Propes Pipes ) Are Grouted In Concrete Base Of Stair, Walk Way Etc. All Complete With Supplying Of All Materials Including Hoisting Up To The Any Height Complete With 2 Coats Of Painting With Super Gloss ( Hi Gloss ) In Any Shade Except White And Black Over A Coat Of Primer Complete As Per Direction Of E.I.C. 167 Supplying Fitting And Fixing In Position Reinforced Cement Polymer Concrete Manhole Cover With Matching Frame As Per Is-12592 ( Md ) A ) Square. I ) 600 Mm X 600 Mm X 50 Kg ( Approx ) A ) 5Mt Load Bearing Capacity Round Manhole Cover Parovided With Two Nos. Lifter Hook With Machining Frame Of Size 550Mm X 65Mm ( Cover ) And 650Mm X 125Mm ( Frame ) Opening 470Mm And Wt. 90Kg. Approx. 168 Horn Gap Lighting Arrestor Complete Parts And Pin Insulators Supplying, Fitting Fixing All Complete As Per Direction Of E.I.C. 169 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Scaffolding / Staging Where Necessary. ( Excluding Cost Of Chipping Over Concrete Surface ) With 1:4 Cement Mortar 15Mm Thick Plaster. From 16M To 20M Of Reservoir 170 With 1:4 Cement Mortar 15Mm Thick Plaster. From 20M And Above Of Reservoir 171 With 1:3 Cement Mortar 10Mm Thick Plaster Above 20 M & Above 172 Applying Exterior Grade Acrylic Primer Of Approved Quality And Brand On Plastered Or Concrete Surface Old Or New Surface To Receive Decorative Textured ( Matt Finish ) Or Smooth Finish Acrylic Exterior Emulsion Paint Including Scraping And Preparing The Surface Throughly, Complete As Per ManufacturerS Specification And As Per Direction Of The Eic.A ) One Coat Gl To 4 M 173 4M To 8 M 174 8 M To 12 M 175 12 M To 16M 176 16 M To 20 M 177 Above 20 M 178 Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality As Per Manufacturers Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required. The Rate Includes Cost Of Material , Labour, Scaffolding, And All Other Incidental Charges But Excluding The Cost Of Primer. Two Coat. Super Protective 100% Acrylic Emalsion.Gl To 4 M 179 4M To 8 M 180 8 M To 12 M 181 12 M To 16M 182 16 M To 20 M 183 Above 20 M 184 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over150mm.Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement In Rcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcement Type:- Other Manufactuerers Not Specified ] 150 Mm Dia 185 100 Mm Dia. 186 250 Mm Dia 187 Supply & Delivery Atfollowing Nominal Sizes And Classes Cidf Sluice Valve In Terms With Is 14846-2000, Inside Screw Non Rising, Stern, Flanges Faced And Drilled As Per Is 1538-1993, Spindle / Stern With Ssaisi410 As Per Is 6603-1972, Body, Bonnet, Wedge, Stuffing Box Gland Thrust Plate, Cap Inconformity With Is 210-1978, With An Amendments Order Is Specification As Stated. ( Upadhaya / Kirlosker / Kejriwal / Ivp / L & T / Vag / M & P ) Make Class-Pn 1.0 With Cap.150 Mm Dia 188 100 Mm Dia. 189 250 Mm Dia 190 Hoisting, Erection , Placing Connecting With Pipes And Specials Cidf Pipes, Specials ) Securing With Building Specials Providing Stays, Clamps As Required Including Cost Of Staging Platform For The Work Etc.All Complete In All Respects As Per Drawing And Direction Of Eic.150 Mm Dia. 191 100 Mm Dia. 192 250 Mm Dia 193 Laying Of Cidf / D.I Pipes With Specials, Valves Etc. In Trenches Including Excavation In All Sorts Of Soil, Moorum, Soft Rock And Refilling The Trenches After Laying & Jointing Of Pipes Etc. All Complete As Per Specification And Direction Of Eic.100 Mm Dia. 194 150 Mm Dia 195 250 Mm Dia 196 Fitting, Fixing Duck Foot Bend Including Construction Of Cement Concrete ( 4:2:1 ) Base With Stone Chips Of Approved Grade & Quality & Including Excavation Of Earth Etc. Complete In All Respect100mm.Dia 197 150 Mm Dia 198 250 Mm Dia 199 Hoisting, Fitting, Fixing Of Bell Mouth With Puddle Collar In Rcc Work Complete In All Respect As Per Drawing, Specification And Direction Of Eic. 100 Mm Dia. 200 150 Mm Dia 201 250 Mm Dia 202 Making Flange Joint To Cidf Pipe, Specials, Valves Etc.With Supply Of Necessary Nuts And Bolts, Rubber Insertion Of 6Kg / M2 ( 3Mm Gauge ) And Materials Required Including Dewatering If Any Tools And Plants, Labour Cost Etc. As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Make ) For100 Mm Dia. 203 150 Mm Dia 204 250 Mm Dia 205 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 ) 206 Disinfection & Washing The Tank And Pipe Connections Including Cleaning The Inside Of The Tank Etc Complete. 207 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window, Sills, Floor, Drain Etc.Note-Cement 0.152 Cu.M. Per 100 Sq.M. 208 Number Plaque Of Building ( Plaque Size Up To 225 Mm X 225 Mm ) Made Of Sand Cement Plaster ( 1 : 2 ) On Face Of Wall Or Plinth With 50 Mm Size Letters P.W.D And The Number Of The Structure Formed Thereon ( In Sunk Type ) Including Painting The Letters And The Number Complete As Per Direction. 209 Supplying And Laying Standard Four Course Bituminous Water Proofing Treatment As Per Specification Laid Down In I.S. 1346 - 1991 To Be Finished With Pea Size Gravel Including Necessary Preparatory Works Such As Shaping Mouth Of Outlets, Cutting As And Where Necessary And Refilling With Sand And Cement Mortar ( 4:1 ) Or Cement Concrete ( 1:2:4 ) With Graded Stone Chips Before Undertaking The Treatment Including Cutting Grooves In Parapet And Inserting Edge Of Felt And Mending Good Damage Complete In All Respect As Per Direction Of Engineer - In - Charge Including Cost Of All Materials And Labours And Incidental Charges But Excluding The Cost Of Cement Mortar Or Concrete Required For Levelling And Grading. ( In Sloped Roof Course Sand Of Approved Varieties Is To Be Used In Place Of Pea Size Gravels As Fourth And Final Course. ) I ) 1St And 3Rd Course With Bonding Materials Of Hot Applied Industrial Blown Type Bitumen Of Grade 85 / 25 Or 90 / 15 Conforming To I.S.702 - 1988 @ 12Kg / 10Sqm On Each Layer.Ii ) 2Nd Course With Hessian Base Self Finished Bitumen Type3r.-I Conforming To I.S. 1322-1993 ( Weighing 23Kg / 10Sqm Gross With Bitumen Content 12.10Kg / 10Sqm ) Tested Under The Provision Of I.S. 13826 - 1993 Part Vii.Iii ) 4Th Course With Washed And Clean Pea Sized Gravel Or Grit @ 0.006 Cum / Sqmb. Over Sloped Roof. 210 Supply The Following Materials For Connection Of Inlet, Outlet, Overflow And Delivery Line Of Orh Asper Departmental Drawing. A ) C.I.D.F. Pipe As Per I.S.7181 - 1986 With Letest Revision. 211 Bituminous Filer Of Approved Type In Excavation Joint Between The Shell Wall & Roof Including Finishing The Top Surface As Per ;Drawing, Specification And Direction Of Eic 212 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 213 Commissioning The R.C.C. Over Head Reservoir By Operating Of All Category Of Sluice Valves , Testing Of Hoisted Pipe Joints Including Repairing The Leakage ( S ) If Detected , Including Making Inter Connections, Flange Jointing / Lead Jointing With The Newly Laid Rising Main And Distribution Main All Complete As Per Direction Of The Eic. 214 Suppling, Fitting And Fixing M.S Clamps Door And Window Frame Made Of Flatbent Bar, End Bifurcated With Necessary Screws Etc. By Cement Concrete ( ( 1:2:4 ) As Perdirection Of Concrete Will Be Paid Separatelt. ( C ) 40Mm X 6 Mm, 125 Mm Length 215 ( A ) M.S Or W.I. Ornamental Grill Approved Design Joints Continuously Welded With M.S W.I Flats And Bars Of Windows Railing Etc. Fitted And Fixed With Bbnecessary Screws And Luge In Ground Floor. ( Add Extra @1% For Each Addl. Upto 4Th Floor And @1.25% For Each Addl. Floor Above 4Th Floor ) Grill Weighing Above 10 Kg. / Sq.M And Upto 16 Kg. / Sq. M. 216 Grill Weighing Above 16 Kg. / Sq.Mtr And Above 217 Welding In M.S Structurral Work Gas Or Electric Continuous Weld 218 Priming One Coat On Timber Or Plaster Surface With Synthetic Oil Bound Primer Of Approved Quality Includingsmoothening Surfaces By Sand Papering Etc. 219 Priming One Coat On Steelor Metalsurface With Synthetic Oil Bound Primer Of Approved Quality Includingsmoothening Surfaces By Sand Papering Etc. ( This Item Is Applicable To New Work Or Old Work When The Original Surface Has Been Exposed By Removal Of Old Paint ) 220 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc. Inclding Using Of Approved Putty Etc, . On The Surface, If Necessary :On Timber Or Plastered Surfacewith Super Gloss ( Hi-Gloss ) Two Coat ( With Any Shade Except White ) 221 On Steel Or Other Metal Surface: With Super Gloss ( Hi-Gloss ) Two Coat ( Any Shade Except White ) 222 A ) Earthing With 50Mm.Dia G.I. Pipe3.64Mm.Thick X 3Mtr. ( 10”-0” ) Long And L;1 X 4Swg G.I. ( Hot Dip ) Wire 4Mtr. Long 13Mm. Dia X 80Mm.Long G.I.Bolts, Double Nuts , Washer Including S&F 15Mm.Dia G.I.Pipe Protection ( 1Mtr. Long ) To Be Filled With Bitumen Partly Below Ground Level To An Av. Depth Of 3.65M Below G.L. And Restoring The Surface Duly Rammed As Per Iee Rulei ) For Soft Soil. B ) By Tata Medium G.I.Pipe.
