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Tender For Execution Of Different Works Related To Hemkumari Zone 3 Pipe Water Supply Scheme Under Jal Jeevan Mission, Coochbehar-West Bengal

Public Health Engineering Department-PHED has published Tender For Execution Of Different Works Related To Hemkumari Zone 3 Pipe Water Supply Scheme Under Jal Jeevan Mission. Submission Date for this Tender is 24-12-2022. Coats and Jackets Tenders in Coochbehar West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

35075210
Tender For Execution Of Different Works Related To Hemkumari Zone 3 Pipe Water Supply Scheme Under Jal Jeevan Mission
Open Tender
Indian
West Bengal
Coochbehar
24-12-2022

Tender Details

Tender For Execution Of Different Works Related To Hemkumari Zone 3 Pipe Water Supply Scheme Under Jal Jeevan Mission-1 Tubewelldrilling By Reverse Rotary Method Of Drilling Using 9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Including Cost Of Fuels And Lubricants Etc. As Required For Drilling. 2 Rate For Drilling By 17.5 Dia. Bita ) From 6 Mtr. To 60 Mtr. 3 60 Mtr. To 90 Mtr. 4 90 Mtr. To 120 Mtr. 5 120 Mtr. To 144 Mtr. 6 Electro-Logging Charge. 7 Supply And Delivery Of Washed Gravels Size Ranging From 1.80 Mm To 4.74 Mm. Conforming To Is 4097 : 1967. 8 Site Preparation, Temporary Latrine, Placement & Levelling Of Rig Machine, Mast Hoisting And Casing Drilling ( Upto 6 Mtr. ) Placement Of Casing With All Allied Works Necessary To Commence Drilling Woks And Wind Up Of All Machineries After Completion Of Drilling. 9 Transportation Cost Of Drilling Equipment And Accessories Rig Machine Etc. Including Cost Of Fuel, Lubricant & Loading Unloading The Materials From Store / Stack Yard / Suppliers Godown And Unloading / Stacking The Same At Site. ( Upto 60.0 Km Distance ) 10 Lowering The Tube Well Assembly ( Upvc Casing Pipe , Well Pipe, Strainer Along With Upvc Accessories ) Vertically In A Position With Proper Lowering Arrangement By Applying Necessary Jointing Compound Including Labour Cost For Subsequent Gravel Packing And Machine Operation Cost Etc 11 Cost Of Consumables For Drilling Rigs And Machineries. 12 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) A ) 250 Mm Dia. 13 B ) 200 Mm Dia. 14 Supply And Delivery Of Upvc Deep Well Screen ( Rds ) Pipes With Ribs Conforming To Is 12818:2010 . ( Cipet Certified ) A ) 200 Mm Dia. 15 Supply And Delivery Of Upvc Reducera ) 250Mm X 200 Mm Dia. 16 Supply And Delivery Of Upvc Capa ) 200 Mm Dia. 17 B ) 250 Mm Dia. 18 Supply And Delivery Of M.S. Housing Clamp 250 Mm Dia. 19 Supply And Delivery Of M.S .Centre Guide ( Special Type ) . 20 Development ( Min. 8 Hr. Continuous ) Of Tube Well By Using Suitable Air Compressor ( Min. Capacity: 600Cfm & Operating Pressure 14 Bar ) Followed By Yield Testing With Bht Pump ( Head :45 To 50Mtr., Discharge :1100 To 1000 Lpm And 25 Bhp Engine ) All Complete Including To & Fro Transportation Cost And Cost Of Fuels, Lubricants & Labour Etc. 21 Water Sample Collection And Chemical Test Including Arsenic Test. 22 Protective Sealing The Annular Space Between Tube Well Pipes & The Bore By Bentonite Clay Balls / Cement Slurry Above The Shrouded Gravels ( 3 M. Height ) . 23 Packing The Annular Space Between The Outsides Of The Housing Pipe & The Bore With Puddle Clay Balls Of Approved Size As Per Direction Of E.I.C. Including Cost Of All Materials, Labour Complete. 24 Supply And Delivery Of Bentonite Powder Conforming To Is 6186 :1986. 25 Labour For Making Arrangement For Showing Verticality Test Including The Cost For Hire Charges Of Tools And Plants, Scafolding, Labour Etc. All Complete 26 Tubewelldrilling By Reverse Rotary Method Of Drilling Using 9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Including Cost Of Fuels And Lubricants Etc. As Required For Drilling. 27 Rate For Drilling By 17.5 Dia. Bita ) From 6 Mtr. To 60 Mtr. 28 60 Mtr. To 90 Mtr. 29 90 Mtr. To 120 Mtr. 30 120 Mtr. To 144 Mtr. 31 Electro-Logging Charge. 32 Supply And Delivery Of Washed Gravels Size Ranging From 1.80 Mm To 4.74 Mm. Conforming To Is 4097 : 1967. 33 Site Preparation, Temporary Latrine, Placement & Levelling Of Rig Machine, Mast Hoisting And Casing Drilling ( Upto 6 Mtr. ) Placement Of Casing With All Allied Works Necessary To Commence Drilling Woks And Wind Up Of All Machineries After Completion Of Drilling. 34 Transportation Cost Of Drilling Equipment And Accessories Rig Machine Etc. Including Cost Of Fuel, Lubricant & Loading Unloading The Materials From Store / Stack Yard / Suppliers Godown And Unloading / Stacking The Same At Site. ( Upto 60.0 Km Distance ) 35 Lowering The Tube Well Assembly ( Upvc Casing Pipe , Well Pipe, Strainer Along With Upvc Accessories ) Vertically In A Position With Proper Lowering Arrangement By Applying Necessary Jointing Compound Including Labour Cost For Subsequent Gravel Packing And Machine Operation Cost Etc 36 Cost Of Consumables For Drilling Rigs And Machineries. 37 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) A ) 250 Mm Dia. 38 B ) 200 Mm Dia. 39 Supply And Delivery Of Upvc Deep Well Screen ( Rds ) Pipes With Ribs Conforming To Is 12818:2010 . ( Cipet Certified ) A ) 200 Mm Dia. 40 Supply And Delivery Of Upvc Reducera ) 250Mm X 200 Mm Dia. 41 Supply And Delivery Of Upvc Capa ) 200 Mm Dia. 42 B ) 250 Mm Dia. 43 Supply And Delivery Of M.S. Housing Clamp 250 Mm Dia. 44 Supply And Delivery Of M.S .Centre Guide ( Special Type ) . 45 Development ( Min. 8 Hr. Continuous ) Of Tube Well By Using Suitable Air Compressor ( Min. Capacity: 600Cfm & Operating Pressure 14 Bar ) Followed By Yield Testing With Bht Pump ( Head :45 To 50Mtr., Discharge :1100 To 1000 Lpm And 25 Bhp Engine ) All Complete Including To & Fro Transportation Cost And Cost Of Fuels, Lubricants & Labour Etc. 46 Water Sample Collection And Chemical Test Including Arsenic Test. 47 Protective Sealing The Annular Space Between Tube Well Pipes & The Bore By Bentonite Clay Balls / Cement Slurry Above The Shrouded Gravels ( 3 M. Height ) . 48 Packing The Annular Space Between The Outsides Of The Housing Pipe & The Bore With Puddle Clay Balls Of Approved Size As Per Direction Of E.I.C. Including Cost Of All Materials, Labour Complete. 49 Supply And Delivery Of Bentonite Powder Conforming To Is 6186 :1986. 50 Labour For Making Arrangement For Showing Verticality Test Including The Cost For Hire Charges Of Tools And Plants, Scafolding, Labour Etc. All Complete 51 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 52 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 53 Iii ) Collection Of Samples From The Bore Hole Made As Per B-A ( A ) Undisturbed 54 ( B ) Disturbed 55 Vi ) Standard Penetration Tests ( S.P.T. ) By Split Spoon Sampler In The Bore Hole As Per Is 2131. ( I ) 0.0M - 10.0M 56 A. Laboratory Investigation: I ) Liquid Limit As Per Is 2720 ( Part – V ) . 57 Ii ) Plastic Limit As Per Is 2720 ( Part – V ) 58 Iii ) Grain Size Analysis By Sieving As Per Is 2720 ( Part – Iv ) 59 Iv ) Grain Size Analysis By Hydrometer Method Asper Is 2720 ( Part – Iv ) . 60 V ) Determination Of Water Content As Per Is2720 ( Part – Ii ) 61 Vi ) Determination Of Specific Gravity As Per Is2720 ( Part – Iii ) . 62 Vii ) Direct Shear Test As Per Is 2720 ( Part – Xiii ) . 63 Viii ) Determination Of Unconfined Compression Strength As Per Is 2720 ( Part – X ) .A ) Undisturbed 64 Xiv ) Determination Of Consolidation Properties As Per Is 2720 ( Part – Xiv ) . 65 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 ) . 66 C ) Determination Of Shear Strength Parameters Of A Soil From Consolidated Drained Test As Per Is 2720 ( Part – X ) 67 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 ) . 68 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 69 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. 70 Rising Cum Delivery Mainsupply Of Cidf & Specials As Per Is 1338-1992 71 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. 72 Ii ) 200 Mm Dia. 73 Iii ) 250 Mm Dia. 74 Supply Of C.I. Jeffy Coupling ( Flexible ) Joint Complete With Studtsnuts Bolts, Rubbon Sealing Reing As Per I.S.Specification.I ) 150 Mm Dia. 75 Ii ) 200 Mm Dia. 76 Iii ) 250 Mm Dia. 77 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. 78 150 Mm Dia 79 200 Mm Dia 80 250 Mm Dia 81 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 82 150 Mm Dia 83 200 Mm Dia 84 250 Mm Dia 85 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 86 150 Mm Dia 87 200 Mm Dia 88 250 Mm Dia 89 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 90 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. 91 C ) 200 Mm Dia. 92 E ) 250 Mm Dia. 93 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. 94 A ) 80 Mm Dia. 95 C ) 150 Mm Dia. 96 D ) 200 Mm Dia. 97 D ) 250 Mm Dia. 98 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 99 I ) 200 Mm Dia Pipe 100 I ) 250 Mm Dia Pipe 101 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 102 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.Upto 20 Km ( Above 50 Km Extra Cost 57 Rs / Km ) 103 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. 104 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 105 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 ) . 106 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And 1Illing Joints With Local Sand. 107 Cement Concrete With 30 Mm Down Graded Shingles Excluding Shuttering ( N.B. Variety ) . In Ground Floora ) 6:3:1 Proportion 108 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 109 A ) 25 Mm To 30 Mm Shuttering Without Staging, In Foundation 110 B ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Direction Of E.I.C. In Foundation. 111 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 112 Brick Work With Ist Class Bricks In Cement Mortar ( 1:6 ) ( A ) In Foundation And Plinth 113 B ) In Superstucture, Ground Floor. 114 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 115 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 116 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 117 Supplyof Fan Hook. 118 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 119 B ) 15 Mm Thick Plaster 120 Ii ) With 1:4 Cement Mortarc ) 10 Mm Thick Plaster 121 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc 122 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 123 Ii ) Two Coats. 124 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 125 A ) Priming One Coat On Timber Or Plastered Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc 126 ( 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. 127 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 128 B ) On Steel Surfacei ) One Coat ( With Any Shade Except White 129 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. 130 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. 131 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 132 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. 133 I ) 300 Mm.Iron Hasp Bolt Of Approved Quality Fitted And Fixed Complete ( Oxidised ) With 16Mm Dia Rod With Centre Bolt And Round Fitting. 134 ( I ) 150 Mm X5.5 Mm .Iron Door Handle Of Approved Quality Fitted And Fixed Complete: 135 ( Ii ) 100 Mm X 5 Mm. 136 I ) Sal Siliguri.A ) With 75 Mm Iron Butt-Hingesupplying, Fitting And Fixing Hinge Cleat In Position Excluding The Cost Hinge And Other Fittings. 137 I ) Sal: Siliguri.B ) With 50 Mm Iron Butt-Hinge 138 Iron Butt Hinges Of Approved Quality Fitted And Fixed With Steel Screws, With Isi Mark.I ) 50 Mm. X 37Mm. X 1.50Mm 139 ( I ) 75Mm. X 40Mm. X 1.12Mm. 140 ( I ) 100Mm. X 50Mm. X 1.25Mm 141 Iron Socket Bolt Of Approved Quality Fitted And Fixed Complete.A ) 100Mm Long X 10Mm Dia Bolt. 142 B ) 150Mm Long X 10Mm Dia Bolt. 143 Chalmp For Fan Light Fitted & Fixed Complete 144 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 145 Supplying P.V.C. Water Storage Tank Of Approved Quality With Closed Top With Lid ( Black ) -Multilayer ( A ) 500 Litre Capacity. 146 Labour For Hoisting Plastic Water Storage Tank 147 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 148 ( Ii ) 15 Mm Dia. Medium Quality 149 Labour For Punching Hole In Plastic Water Storage Tank Upto 50 Mm Dia. 150 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. 151 Ii ) 20 Mm Dia. 152 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 153 Supply Of Upvc Pipes & Fittings Etc. Conforming To Is-13592-1992I ) Door Tee 110 Mm 154 Ii ) Vent Cowl 110 Mm 155 ( Ii ) Door Bend ( T.S. ) 110 Mm 156 Supply Of Upvc Pipes ( B Type ) & Fittings Conforming To Is-13592-1992A ) Single Socket 3 Meter Length. ( I ) 110 Mm . 157 Orissa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make In Position . ( I ) 530 Mm X 410 Mm. 158 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 . 159 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 160 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 ) 161 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 ] 162 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. 163 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor 164 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 165 Supplying Fitting Fixing Best Quality Digital Printed Ceramic Tiles In Colour Decorative In Wall 1& Ftloor To Match With.Complete. 166 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. 167 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. 168 Cement Concrete ( 1:3:6 ) With 30 Mm Down Graded Excluding Shuttering.A ) 6:3:1 Proportion. 169 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. 170 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 171 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, 172 B ) ) 25 Mm To 30 Mm Thick Wooden Shutter As Per Decision & Direction Of Engineer-In-Charge. 173 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. 174 With Cement Mortar ( 6:1. ) .20 Mm Thick Plaster. 175 With Cement Mortar ( 4:1 ) 10 Mm Thick. 176 Neat Cement Punning About 1.5Mm Thick In Wall , Dado , Window, Sills Floor Drain Etc, 177 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 . 178 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 ) 179 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 180 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 181 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. 182 125 Mm Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) With1st Class Brick In All Floor. 183 2Nd Site P / Houseearth Work In Excavation Of Foundation Trenches Or Drains Or Septic Tank Soak Well Etc. In All Sorts Of Soil ( Including Mixed Soil But Excluding Latarite Or Sand Stone ) Including Removing Spreading Or Stack-Ingthespoilswithinaleadof75m.Asdirected.Theitem Includesnecessarytrimmingthesidesofthetrenches, Leveling Dressing And Ramming The Bottom, Bailing Or Pumping Out Water Etc. Asrequiredcomplete. Depthofexcavationnotexceeding1.5Mtr. But Not Requiring Shoring 184 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 15Cm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On Basis Of Measurementof Finishedquantity Ofwork ) A. With Earth Obtained From Excavation Of Foundation 185 Filling In Foundation Or Plinth By Fine Sand In Layers Not Exceeding 150 Mm As Directed & Consolidating Same By Throughsaturationwithwaterandramming Completeincluding The Costofsupplyofsand. ( Paymenttobemadeonthebasisof Measurement Of Finished Quantity Of Work. ) ( A ) By Fine Sand. 186 Singlebrickflatsolingofpicked Jhamabricksincludingramming&Dressingbedtoproperlevel& Fillingjointswithpowderedearthorlocalsandincludingcostof Sand Etc Complete As Per Direction & Specification. 187 Cement Concrete With 30 Mm Down Graded Shinglesexcluding Shuttering ( N.B. Variety ) . In Ground Floora ) 6:3:1 Proportion. 188 Ordinarycementconcrete ( Mix1:1.5:3 ) Withgradedstonechips ( 20Mmnominalsize ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. ( I ) River Bazree 189 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M. Using Approvedstoutpropsandthickhardwoodplanksofapprovedthicknesswithrequired Bracing For Concrete Slabs, Beams, Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) .A ) 25 Mm To 30 Mm Shuttering Without Staging In Foundation. 190 B ) 25 Mmto30 Mmthick Wooden Shuttering Asper Decision& Ddirectionofthee.I.C. In Foundation. 191 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 192 Brick Work With 1St Class Bricks In Cement Mortar ( 1:6 ) ( A ) In Foundation And Plinth 193 ( B ) In Superstructure, Ground Floor 194 Artificial Stone In Floor, Dado, Staircase Etc. With Cement Concrete ( 1:2:4 ) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement ( As Necessary ) Andmarbledustinproportion ( 1:2 ) Includingsmoothfinishingandroundingoffcorners Includingrakingoutjointsorrougheningofconcretesurfaceandapplicationofcement Slurrybeforeflooringworksusingcement@1.75Kg / Sq.Mallcompleteincludingall Materials And Labour.In Ground Floor. ( I ) 35 Mm. Thick 195 Woodworkindoorandwindowframefittedandfixedinpositioncompleteincludinga Protective Coatofpainting Atthe Contactsurface Ofthe Frameexluding Costofconcrete, Iron Butt Hinges And M.S Clamps. ( The Quantum Should Be Correted Upto Three Decimals ) .A ) Sal : Siliguri 196 Supplying, Fitting And Fixing M.S. Clamps For Door And Window Frame Made Of Flat Bent Bar, End Bifurcated With Necessary Screws Etc. By Cement Concrete ( 1:2:4 ) As Per Direction. ( Cost Of Concrete Will Be Paid Separately ) ( I ) 40Mm X 6Mm, 200Mm Length 197 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamferingcornersasdirectedandrakingoutjointsincludingthroating, Nosingand Drip Course, Scaffolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Of Chipping Over Concrete Surface ( I ) With 1:6 Cement Mortar ( A ) 20 Mm Thick Plaster 198 ( B ) 15 Mm Thick Plaster 199 ( Ii ) With 1:4 Cement Mortar ( A ) 10 Mm Thick Plaster 200 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc. 201 Applyingdecorativecementbasedpaintofapprovedqualityafterpreparingthesurface Includingscrapingthesamethoroughly ( Plasteredorconcretesurface ) Asper ManufacturerS Specification.A ) In Ground Floor: ( I ) Two Coats. 202 Protectiveanddecorativeacrylicexterioremulsionpaintofapprovedquality, Asper ManufacturerS Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required. The Rateincludes Costofmaterial, Labour, Scaffoldingand Allincidental Charges But Excluding The Cost Of Primer.A ) In Ground Floor ( Two Coat ) ( I ) Normal Acrylic Emulsion 203 ( A ) Primingonecoatontimberorplasteredsurfacewithsyntheticoilboundprimerof Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 204 ( B ) Primingonecoatonsteelorothermetalsurfacewithsyntheticoilboundprimerof Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 205 Paintingwithbestqualitysyntheticenamelpaintofapprovedmakeandbrandincluding Smootheningsurfaceby Sandpaperingetc.Includingusingofapproved Puttyetc.Onthe Surface, If Necessary : ( A ) On Timber Or Plastered Surface : With Super Gloss ( Hi-Gloss ) -I ) Two Coat ( With Any Shade Except White ) 206 ( B ) On Steel Surface : With Super Gloss ( Hi-Gloss ) -I ) One Coat ( With Any Shade Except White ) 207 Panelshuttersofdoorandwindow, Asperdesign ( Eachpanelconsistingofsingleplank Withoutjoint ) , Includingfittingandfixingthesameinpositionbutexcludingthecostof Hinge And Other Fittings.In Ground Floor. ( I ) 35Mm Thick Shutters With 19Mm Thick Panel Of Size 30To 45 Cm.A ) Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak. 208 Glazedshuttersofdoors, Windows, Fanlight, Clerestorywindowsetc.As Perdesign ( With Ordinary Glass Of 7.4Kg. / Sq.M. 3Mm. Thick ) Fitted With Putty Bed And Teak Wood Bead And Nailsincludingfittingandfixingshutterinpositionbutexcludingthecostofhingesand Other Fittings. Cost Of Glass, Putty, Wooded Beads Etc.Will Be Paid Separately. ( I ) 35Mm Thick Shutters.A ) Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak. 209 Supplying Best Indian Sheet Glass Panes Set In Putty And Fitted And Fixed With Nails And Putty Complete. ( In All Floors For Internal Wall & Upto 6 M Height For External Wall ) ( I ) 4 Mm Thick 210 M.S.Or W.I. Ornamental Grill Of Approved Design Joints Continuously Welded With M.S, W.I. Flatsand Barsofwindows, Railingetc.Fittedand Fixedwithnecessaryscrewsandlugsin Ground Floor.I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr. 211 Iron Hasp Bolt Of Approved Quality Fitted And Fixed Complete ( Oxidised ) With 16Mm Dia Rod With Centre Bolt And Round Fitting.I ) 300 Mm 212 Iron Door Handle Of Approved Quality Fitted And Fixed Complete: ( I ) 150Mm X 5.5Mm. 213 ( Ii ) 100Mm X 5Mm. 214 Supplying, Fittingandfixinghingecleatinpositionexcludingthecosthingeandother Fiffitngs.A ) With 75Mm Iron Butt-Hingei ) Sal : Siliguri. 215 B ) With 50Mm Iron Butt-Hingei ) Sal : Siliguri. 216 Iron Butt Hinges Of Approved Quality Fitted And Fixed With Steel Screws, With Isi Mark. ( I ) 50Mm. X 37Mm. X 1.50Mm. 217 ( Ii ) 75Mm. X 40Mm. X 1.12Mm. 218 ( Iii ) 100Mm. X 50Mm. X 1.25Mm. 219 Iron Socket Bolt Of Approved Quality Fitted And Fixed Complete. ( A ) 100Mm Long X 10Mm Dia Bolt. 220 ( B ) 150Mm Long X 10Mm Dia Bolt. 221 Cord For Fan Light Fitted & Fixed Complete. 222 Precast Pierced Concrete Jally Work As Per Design And ManufacturerS Specification Including Moulding Etc. With Stone Chips And Necessary Reinforcement Shuttering Complete Including Fitting, Fixing In Position In All Floors. ( A ) 37.5 Mm Thick Panels 223 Supplyingp.V.C.Waterstoragetankofapproved Qualitywithclosed Topwith Lid ( Black ) - Multilayer ( A ) 500 Litre Capacity 224 Labour For Hoisting Plastic Water Storage Tank. ( I ) Upto 1500 Litre Capacity. ( A ) Upto 1St Story From G.L. 225 Supplying, Fitting And Fixing G.I. Pipes Of Tata Make With All Necessary Accessories, Specials Viz. Socket, Bend, Tee, Union, Cross, Elbo, Nipple, Longscrew, Reducing Socket, Reducing Tee, Shortpieceetc.Fittedwithholderbatsclamps, Includingcuttingpipes, Makingthreads, Fitting, Fixing Etc. Complete In All Respect Including Cost Of All Necessary Fittings As Required, Jointing Materialsand Twocoatsofpainting With Approved Paint Inany Position Above Ground. ( Payment Will Be Made On The Centre Line Measurements Of Totalpipe Line Including All Specials. No Separate Payment Will Be Made For Accesories, Specials. Payment For Painting Will Be Made Seperately ) ( I ) 20 Mm Dia. Medium Quality. 226 ( Ii ) 15 Mm Dia. Medium Quality 227 Labour For Punching Hole In Plastic Water Storage Tank Upto 50 Mm Dia. 228 Supplying, Fitting And Fixing Gunmetal Wheel Valve Of Approved Brand And Make Tested To 21 Kg Per Sq. Cm. ( For Water Lines Only ) . ( I ) 15 Mm Dia. 229 ( Ii ) 20 Mm Dia. 230 Supplying, Fittingand Fixing Alloyironwithbrassspindlebib Cock / Stopcockofapproved Brand And Make, Spray Painted And Tested To 21 Kg Per Sq. Cm. ( I ) 15 Mm Dia. 231 Supply Of Upvc Pipes & Fittings Conforming To Is-13592-1992 ( I ) Door Tee , A ) 110 Mm 232 ( Ii ) Vent Cowl , A ) 110 Mm 233 ( Iii ) Door Bend ( T.S. ) , A ) 110 Mm 234 Supply Of Upvc Pipes ( B Type ) & Fittings Conforming To Is-13592-1992 ( A ) ( I ) Single Socketed 3 Meter Lengtha ) 110 Mm 235 Supplying, Fitting And Fixing Orissa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make In Position Complete Excluding P Or S Trap ( Excluding Cost Of Concrete For Fixing ) . ( I ) 530 Mm X 410 Mm 236 Supplying, Fitting And Fixing Cast Iron P Or S Trap Conformimg To I.S. 3989 / 1970 And 1729 / 1964 Including Lead Caulked Joints And Painting Two Coats To The Exposed Surface. ( Painting To Be Paid Seperately ) .A ) S Trapi ) 100 Mm Dia 237 Supplying, Fitting And Fixing 10 Litre P.V.C. Low-Down Cistern Conforming To I.S. Specification With P.V.C. Fittings Complete, C.I. Brackets Including Two Coats Of Painting To Bracket Etci ) White 238 Constructinginspectionpitofinsidemeasurement600 Mmx600mmxupto600mm ( Depth ) With 250 Mm Thick 1St. Class Brick Work In Cement Mortar ( 1:4 ) On All Sides, Bottom Of The Pit Consisting Of 100 Mm Thick Cement Concrete ( 1:3:6 ) With Stone Chips Over A Layer Ofjhamabrickflatsoling, 15Mmthick ( 1:4 ) Cementplastertoinsidewallsandout-Side Wallsuptog.L.And20mm.Thick ( 1:4 ) Plastertobottomofthepit, Providingnecessary Invert With Cement Concrete ( 1:3:6 ) With Stone Chips As Per Direction, Neat Cement Finishing Toentireinternalsurfaces, Topofthe Pitcovered With100 Mmthick R.C.C.Slab ( 1:1.5:3 ) Withstonechipsandnecessaryreinforcementsupto1%Andshutteringincluding6mm Thickcementplaster ( 1:4 ) Inallexternalsurfaces Ofthe Slaband One560 Mmdia. R.C.C. Manholecoverofapprovedmakesupplied, Fittedandfixedintheslabwithnecessary Fittings, Necessaryearthworkinexcavationinallsortsofsoil, Fillingsidesofthepitwith Earthand Removingspoilsafterworkcompleteinallrespectwith Allcostsoflabourand Materials.Ii ) With Bazree ( N.B Variety ) ( Sail / Tata / Rinl ) 239 Construction Ofseptictank Of Different Capacities Asper Approved Drawing With1st Class Brick Work In Cement Mortar ( 1:4 ) Including Two 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Ofapprovedmakesupplied, Fittedandfixedinthe100mmthickr.C.C ( 1:1.5:3 ) Top Slab With Necessary Fittings, 20Mm Thick Cement Plaster ( 4 : 1 ) With Neat Cement Finish To The Internal Surfaces And 15 Mm Thick Cement Plaster ( 4 : 1 ) To Outside Wall Upto 200 Mm Below G.L Floor Finishedwith 25Mm Thick Grey Artificialstone Over 100 Mmthick R.C.C ( 1:1.5:3 ) Bottom Slabincludingsupplying, Fittingandfixingallnecessryspecials, Fittings, S.W. Tees, C.I. Foot Rest Etc. Including Excavation Earth In Allsorts Ofsoil, Shoring, Bailingoutand Pumpingoutwaterasnecessary, Ramming, Dressingthebedand Fefilling The Sides Of The Tanks With Earth, Removing Spoils, Filling Up The Chamber With Clear Water, Removing Foreign Materials From The Chamber And Including Constructing Attached Inspection Pit As Per Approved Drawing And Con In All Respectwith Allcosts Oflabour And Materials.Aterials. With 250 Mmthick Drybrick Workand 250Mmthickcement Brickwork ( 1:6 ) And 1.00M Inside Dia. By Weight Of Cement With All Costs Of Labour And Materials. ( I ) For 10 Usersa ) With Bazree ( N.B Varity ) ( Sail / Tata / Rinl ) 240 Construction Of Circular Soak Well 2.5 Metre Deep In All Types Of Sandy Soils With Dry Brick Workupto1.6Metrefromthebottomhaving150mmintermediatecementbrickwork ( 1:4 ) Bandallroundandcementbrickwork ( 1:4 ) Upto0.90Metrefromtopwith20mm Thickcementplastering ( 1:4 ) Toinsidefaceuptothedepthofcementbrickwork, 15Mm Thickcementplaster ( 1:4 ) Onouterfacefromtopofthewelluptog.L.And6mmthick Cement Plaster ( 1:4 ) On Top Of The R.C.C. Cover Slab Including Filling Bottom 1.00 Metre Of Inside Of The Well With Brick Metal ( 50 Mm To 63 Mm Size ) Including R.C.C. Cover Slab Of 100 Mmthickwithcementconc ( 1:1.5:3 ) Withstonechipswithnecessaryreinforcementand Shuttering Including One 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Of Approved Make Supplied, Fittedandfixedinthecoverslabwithnecessaryfittings, Makingnacessary Arrangementsforpipeconnections, Excavationofwellincludingshoring, Dewateringand Removing The Exess Earth From The Premisesas Per Direction Completein Allrespect With All Costs Of Labour And Materials. With 250 Mmthick Drybrick Workand 250Mmthickcement Brickwork ( 1:6 ) And 1.00M Inside Dia. A ) Other Than Sail / Tata / Rinl ) 241 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor. 242 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 A ) Above 10 Km Upto 20 Km 250 Mm Di Pipe 243 16 Mm Dia. 1Mtr Long Fan Hook 244 Supplying Fitting Fixing Best Quality Digital Printed Ceramic Tiles In Colour Decorative In Wall 1& Ftloor To Match With.Complete. 245 2Nd Site B / Wallearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.A ) Depth Of Excavation Not Exceeding 1, 500 Mm 246 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. 247 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) C ) ( Iii ) With Carried Earth Arranged By The Contractor Within A Radius Exceeding 3 Km. But Not Exceeding 5 Km. Including The Cost Of Carried Earth. 248 ( Ii ) Cement Concrete With 30 Mm Down Graded Shingles Excluding Shuttering. N.B. Variety ( 1:3:6 ) 249 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevant Is Codes. ( A ) River Bazree 250 Ordinary Cement Concrete ( Mix 1:1.5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. ( I ) River Bazree 251 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 252 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M. Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams, Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) .F ) 25 Mm To 30 Mm Shuttering Without Staging In Foundation 253 B ) ) 25 Mm To 30 Mm Thick Wooden Shutter As Per Decision & Direction Of Engineer-In-Charge. 254 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor. 255 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Affolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Of Chipping Over Concrete Surface ] ( I ) With 1:4 Cement Mortar A ) 10 Mm Thick Plaster 256 ( Ii ) With 1:6 Cement Mortar ( B ) 15 Mm Thick Plaster 257 ( A ) M.S.Or W.I. Ornamental Grill Of Approved Design Joints Continuously Welded With M.S, W.I. Flats And Bars Of Windows, Railing Etc. Fitted And Fixed With Necessary Screws And Lugs In Ground Floor. ( Add Extra @ 1% For Each Addl. Floor Upto 4Th Floor And @ 1.25% For Each Addl. Floor Above 4Th Floor ) ( I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr. 258 Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sill, Floor Etc. 259 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 . 260 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 ) 261 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 262 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 263 250 Ohrearth 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. 264 A ) Depth Of Excavation Not Exceeding 1.500 Mm. 265 B ) Depth Of Excavation For Additional Depth Beyond 1500 Mm And Upto 3000 Mm But Not Requiring Shoring. 266 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. 267 A ) With Earth Obtained From Excavation Of Foundation. 268 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Powdered Earth Or Local Sand. 269 Cement Concrete With 30 Mm Down Graded Shinglesexcluding Shuttering ( N.B. Variety ) . In Ground Floor 270 A ) 4:2:1 Proportion. 271 Controlled Cement Concrete Grade M-30 Mix With Well Graded Stone Chips ( 20 Mm Grade ) Excluding Shuttering And Reinforcement, With Complete Design Of Concrete As Per I.S, Codesand Relevant Special Publications, Submission Of Job Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Engineer-In-Charge. Consumption Of Cement Will Not Be Less Than 6 Bags / 300 Kg. Of Cement Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test & Job-Mix Formula. 272 A ) From 16To 20 Mtr 273 A ) From 20 And Above 274 Controlled Cement Concrete Grade M-25 Mix With Well Graded Stone Chips ( 20 Mm Grade ) Excluding Shuttering And Reinforcement, With Complete Design Of Concrete As Per I.S, Codesand Relevant Special Publications, Submission Of Job Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Engineer-In-Charge. Consumption Of Cement Will Not Be Less Than 6 Bags / 300 Kg. Of Cement Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test & Job-Mix Formula. N.B. Variety ( Stone Metal ) 275 A ) From 0To 4 Mtr 276 A ) From 4To 8 Mtr 277 A ) From 8To 12 Mtr 278 A ) From 12To 16 Mtr 279 A ) From 16To 20 Mtr 280 A ) From 20 And Above 281 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M. Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams, Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) . 282 A ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Ddirection Of The E.I.C. In Foundation. ( Up To G.L ) 283 B ) Steel Shuttering Or 9 Mm To 12 Mm Thick Approved Quality Ply Board Shuttering In Any Concrete Work. From G.L Upto Botam Of Heal Beam 284 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 Completion Of Work Including Staging Upto 4 Metre Using Ply Board Or Steel Shuttering. 285 ( A ) From Bottom Of Heal Beam To Top Of O.H.R. 286 Extra For Staging Beyond 4 M With Necessary Cross Bracing And Fixtures And Removing The Same After Completion Of The Work All Complete As Per Direction Of The E.I.C. [ Mode Of Measurement : Area Of Unsupported Horizontal Projection ( Where Staging Beyond 4 M Is Practically Un-Avoidable ) X Mean Height Of Staging Above Initial 4 M. ] 287 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. 288 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 289 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 290 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 291 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 292 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 293 Extra For Using Water Proofing And Plastisizing Admixer 0.2% By Weight Of Cement ( Or At Manufacturer Specified Rate ) For Concrete Of Various Grades. 294 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Or Roughening Of Concrete Surface, Including Throating, Nosing And Drip Course Where Necessary ( Ground Floor ) . ( A ) With 4:1 Cement Mortar ( A ) 15 Mm Thick Plaster ( Internal ) 295 I ) From Heal Beam To Top Of O.H.R 296 Ii ) From Bottom Of Heal Beam To Top Of O.H.R. 297 ( B ) With 3:1 Cement Mortar ( A ) 10 Mm Thick Plaster ( External ) I ) From G.L To Bottom Of Heal Beam. 298 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc. 299 Artificial Stone In Floor, Dado, Saircase Etc With Cement Concrete 1:2:4 With Stone Chips Laid In Panels As Dircted With Toping Made With Ordinary Or White Cement And Marbel Dust In Proportion 1:2 Including Smooth Finishing And Rounding Of Corners Including Raking Out Joints Or Roughning Of Concrete Surface And Application Of Cement Slurry Before Flooring Work Using Cement @1.75 Kg Per Sq.M All Complete Including All Materials And Labour.3 Mm Thick Toping25 Mm Thick 300 Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality As Per ManufacturerS Specification And As Per Direction Of E.I.C. 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. Normal Acrylic Emulsion. ( A ) Two Coats 301 A ) From 0To 4 Mtr 302 A ) From 4To 8 Mtr 303 A ) From 8To 12 Mtr 304 A ) From 12To 16 Mtr 305 A ) From 16To 20 Mtr 306 A ) From 20 And Above 307 Applying Exterior Grade Acrylic Primer Of Approved Quality & Brand On Plaster 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 Thoroughly, Complete As Per ManufacturerS Specificationand As Per Direction Of E.I.C. 308 A ) From 0To 4 Mtr 309 A ) From 4To 8 Mtr 310 A ) From 8To 12 Mtr 311 A ) From 12To 16 Mtr 312 A ) From 16To 20 Mtr 313 A ) From 20 And Above 314 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 As Per Desing, Direction Of E.I.C. Complete Including Cutting To Requisite Shape And Length, Fabrication With Necessary Bolting, Metal Arc Welding Conforming To Is : 816-1956 & Is : 9595 Using Electrodes Of Approved Make And Brand Conforming To Is : 814-1957, 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 Charges Such As Electricity Charges, Labour Insurance Charges Etc. ( A ) For Structural Members Of Specified Sections Weighing Not Less Than 22.5 Kg / M. 315 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. Analysis Of Rate Enclosed In Seperate Sheets. ( Analysis Rate ) 316 Providing Water Thirable Non-Toxic Expoxy Coating ( Techoxy Or Equivalent Brand Of Approved Quality ) 2 ( Two ) Finished Coats Over 2 ( Two ) Of Primer Of Same Brand To The Ceiling Of Roof Dome Including Supply Of Requisite Coating Materials, Cleaning Of The Substrate Properly To Make It Free From Dirt, Paint, Oil And Grease, Sludge, Blister, Loose Plaster, Fungus, Moss And All Other Undesirable Particles Using Wire Brush, Sand Papers Etc. Including Mending Good All Damages All Complete As Per Direction Of Eic & His Satisfaction. 317 Wood Work In Door And Window Frame Fitted And Fixed Complete Including A Protective Coat Of Painting At The Contact Surface Of The Frame. Sal : Siliguri. 318 Supplying Fitting And Fixing Door Made With Irc Febric Mesh Of 75Mm X50mmx4.5Mmx2.7Mm On 50Mm X 50Mm X 6Mm Angle Iron Frames All Round And One 37.5Mm X 6Mm M.S. Flat Bar Over The Netting All Round Welded To Angle Iron Frame And Providing Locking Arrangements If Necessary And With Two Coats Of Synthetic Enamel Paint ( Other Than Hi-Gloss ) Fitted And Fixed With Clamps Or Haskal Doomney Etc. Complete At The Lantern Of R.C.C. Over Head Reservoir. 319 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 320 Supplying Fitting And Fixing In Position C.I. ( Manhole / Pit Cover With Matching Frame ) . 450 Mm X 100 Mm X 50 Kg ( Approx. ) 321 Priming One Coat On Timber, Plastered Or On Steel Orother Metal Surface With Synthetic Enamel / Oil Bound Primer Of Approved Quality Including Smoothening Surface By Sand Papering Etc. 322 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 Of Necessary. ( A ) On Timber Or Plastered Surface : With Super Gloss ( Hi-Gloss ) ( I ) Two Coats ( With Any Shade Except White ) 323 ( B ) On Steel Or Other Metal Surface : With Super Gloss ( Hi-Gloss ) I ) Two Coats ( With Any Shade Except White ) 324 Supply At Site / Local Store C.I.D.F. And C.I.S.S. Pipes & Specials As Per Relvant I.S. Specification With Latest Amendments Including Cost Of Loading, Carrying, Unloading, Stacking Properly And Sales Tax & All Other Charges Etc. Complete As Per Direction Of E.I.C. ( Mode Of Measurement Will Be On Book Weight ) . 325 Supply At Site / Local Store Sluice Valve As Per Relvant I.S. Specification With Latest Amendments Including Cost Of Loading, Carrying, Unloading, Stacking Properly And Sales Tax & All Other Charges Etc. Complete As Per Direction Of E.I.C. ( A ) 150 Mm Dia. ( Ref W / O 1441 / Cd Dated-27 / 03 / 12 ) 326 ( B ) 250 Mm Dia. ( Gear Operated ) 327 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 ) . ( A ) 150 Mm Dia. 328 C ) 250 Mm Dia. 329 Erecting, Hoisting And Fitting, Fixing, Laying And Building In Position C.I. Flanged Or Socketted Pipes With Necessary Specials Like Valves, Bell-Mouth With Paddle Collers Etc. For Delivery, Overflow, Inlet And Washout Pipe Line Etc. As Shown In Drawing As Per Direction Including Supplying Fitting, Fixing Proper With M.S. Clamps Supports Stages For All Top As Of Pipes With Painting Of Specials, Pipes Complete With Two Coats Of Black Japan Over A Coat Of Red Oxide Primer. ( A ) 150 Mm Dia. 330 C ) 250 Mm Dia. 331 Earth Work In Excavation Of Trenches Of Adequate Width Having Minimum Depth To Keep The Top Surface Of Pipe 1.0 M Below Of Existing Ground Level In Any Kind Of Soil Mixed With Boulder, Road Sub-Grade And Its Flanks, Dewatering The Trenches, Preparing The Bottom Surface Of Continuous Bedding Of Pipe Line, Fitting Fixing Valves, Specials Etc. In Position, Cutting Of Pipes As Required Etc. In Position Carriage Of Materials From Local Store To Work Site, Filling Up The Trenches With Excavated Materials Consolidating The Same In Layers, Removing The Surplus Materials And Plants As Per Specification And Instruction Of The E.I.C. ( Pipes, Valves, Rubber Joints Will Be Supplied Departmentally ) .For C.I.S.S. / C.I.D.F. / D.I. Pipe Suitable For The Making Rubber Joint Of Different Sizes. ( A ) 150 Mm Dia. 332 C ) 250 Mm Dia. 333 Construction Of Masonry Sluice Valve Chamber As Per Departmental Drawing With Brick Work In Cement Mortar ( 6:1 ) Including Necessary Earth Work In Excavation And Back Filling, Cement Concrete ( 8:4:1 ) With Jhama Khoa Over Single Brick Flat Soling In Foundation, 100 Mm Thick R.C.C. Slab ( 4:2:1 ) With 1.20% Reinforcment And Necessary Shuttering, Plastering All Inner And Outer Surface With Sand And Cement Mortar 15 Mm X 150 Mm C.I. Surface Box Embedded Into The R.C.C. Slab, Overhauling The Valves ( If Necessary ) All Complete Includng Cost Of All Materials And Labour ( Only Valves With Tail Pieces Will Be Supplied From Local Departmental Store ) . ( A ) For 250 Mm Dia. Sluice Valve. 334 ( B ) For 150 Mm Dia. Sluice Valve. 335 Making Arrangement For Water Tightness Test Of R.C.C. Overhead Reservoir Conforming To The Provisions Laid Down In Is : 3370 ( Part-I ) 1965, By Filling With Water Upto Top Water Level ( Twl ) As Shown In The Drawing And As Per Direction Of E.I.C. Including The Arrangement Of Water, Its Carriage & Lifting By Necessary Pipes, Fittings And Pumping Machinery Etc. All Required For The Purpose. 336 Disinfection & Washing The Tank And Pipe Connections Including Cleaning The Inside Of The Tank Etc. Complete. 337 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 ) 150 Mm Dia. 338 C ) 250 Mm Dia. 339 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 ) . ( I ) 150 Mm Dia. @ 0.146Kg Bleaching Powder / M Length Of Pipe. 340 ( Ii ) 250 Mm Dia. @ 0.405 Kg. Bleaching Powder / M Length Of Pipe. 341 Carriage Of Different Type Of Departmental Pipes From Divisional / Sub-Divisional Store To The Work Site By Truck Including Loading, Unloading, Stacking Etc. Including Cost Of Fuel, Lubricant And Also Cost Of Driver, Helper Etc. And All Other Taxes And Charges As Applicable As Per Direction Of Eicc ) Above 10 Km Upto 20 Km 342 Earth Work In Excavation Trenches Or Drains In All Sorts Of Soil Including Removing Spreading Or Stacking The Spoil Within A Lead Of 75M. As Directed .The Items Includes Necessary Trimming The Sides Of Trenches Levelling Dressing And Ramming The Bottom .Bailing Out Water As Required Complete. I ) Depth Of Excavation Not Exceeding 1.50M 343 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. 344 Cement Concrete ( 1:3:6 ) With 30 Mm Down Graded Excluding Shuttering.A ) 6:3:1 Proportion. 345 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. 346 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars , Stirrups , Binders Etc, Including Supply Of Rods Initial Straightening And Removal Loose Rust ( If Necessary, ) Cutting To Correct Shape , Placing In Proper Position And Binding With 16Gauge Black Annealed Wire At Every Instruction Complete As Per Drawing And Direction Of E.I.C.I ) Tor Steel / Mild Steel. 347 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, 348 Plaster ( To Wall, Floor , Ceiling Etc, ) With Sand And Cement Mortar Including Rounding Off Chamfering Corners As Directed And Raking Out Joints Or Roughening Of Concrete Surface Including Throating , Nosing And Drip Course Where Necessary ( Ground Floor ) .. With Cement Mortar ( 4:1. ) .15 Mm Thick Plaster. 349 Neat Cement Punning About 1.5Mm Thick In Wall , Dado , Window, Sills Floor Drain Etc, 350 Supplying Hdpe ( Materials Grade Pe-100 ) Pipes Conforming To Is 49841995 With Latest Revision & Amendments If Any With Necessary Specials ( Excluding Cost Of Cidf Valves ) Including Labour Charges For Earth Work In Excavation In Any Kind Of Soil Including Mixed Soil With Boulder, Road Sub-Grade And Aits Flank But Excluding Moorum Laterite Or Sand Stone / Hard Rock Cutting With Chisel Required Including Cutting Road Flank / Brick Pavement Etc. Without Damaging The Exisiting Telephone / Electrical Cable Line Etc. ( In Case Of Damage Of Any Type Of Cable Line By The Agency At The Time Of Execution Necessary Damage Charge As Applicable By The Respective Authority Will Have To Be Brone By The Agency At His Own Cost ) Upto The Depth ( Av. ) So As To Maintain 1.10M.Earth Cushion From Top Of The Pipe Upto G.L. Including Loading Unloading Carrying Lowering Laying Fitting Fixing Carefully Pipes, Valves And Specials With The All Types Of Jointing Materials In Trenches Maintaining Proper Levels And Alignment Jointing The Pipes And Specials By Butt Welding / Adopting Suitable Method ( But Weld Jointing With Help Of Hydraulic Tack And Trimming Machines, Hitter Etc. For Reaching At Necessary Melting Point Of Hdpe Pipe So That Joint Can Be Monolithic ) So As To Facilitate The Maintenance Of Pipe Line Locally As Per Conventional Method In Future. ( A ) Pressure Rating : Pn 6 ( I ) Laying Of Pipe Line Including Cost Of Pipe Only Excluding Cost Of Specials / Fittings Valves.B ) 90Mm ( Od ) 351 B ) 110 Mm ( Od ) 352 C ) 125Mm ( Od ) 353 D ) 140 Mm ( Od ) 354 E ) 160 Mm ( Od ) 355 E ) 180 Mm ( Od ) 356 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) .B ) For Upvc / Hdpe Pipea ) 90 Mm ( Od ) 357 B ) 110 Mm ( Od ) 358 C ) 125Mm ( Od ) 359 D ) 140 Mm ( Od ) 360 E ) 160 Mm ( Od ) 361 E ) 180 Mm ( Od ) 362 A ) For Ci / Di Pipeb ) 150 Mm Dia 363 C ) 200 Mm Dia 364 E ) 300 Mm Dia 365 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) .B ) For Upvc / Hdpe Pipea ) 90 Mm ( Od ) 366 B ) 110 Mm ( Od ) 367 C ) 125Mm ( Od ) 368 D ) 140 Mm ( Od ) 369 E ) 160 Mm ( Od ) 370 E ) 180 Mm ( Od ) 371 A ) For Ci / Di Pipeb ) 150 Mm Dia 372 C ) 200 Mm Dia 373 E ) 300 Mm Dia 374 Carrying Ci / Di Pipes With Specials And Valves And Lowering Placing In Position And Laying Carefully Inside The Trenches In Proper Alignment And Gradient Etc. Including Earth Work In Excavation Of Adequate Width As Per Specification Having Min. Clear Cover From Top Of Pipe Is 1.10Mtr. Below Existing Ground Level In Any Kind Of Soil Including Mixed With Boulder, Road Sub-Grade And Its Flank, But Excluding Moorum And Laterite And Stone Etc.Without Damaging The Exisiting Telephone / Electric Cable Etc. ( In Case Of Damaged If Any Type Of Cable Line During Excecution , Necessary Damaged Charges As Applicable By The Respective Authority Will Be Borne By The Agency In His Own Cost ) Preparing The Bottom Surface For Continuous Bedding Of Pipe Line And Laying Pipes, Fitting, Fixing Specials And Valves With Bailing Out Water If Any Including Carriage Of Pipes, Specials And Valves From Local Deptt. Store Within 8Km And Back Filling The Trenches With Excavated Earth In Layers To Original Condition As Per Specification And Direction Of Eic. The Surplus Materials After Execution Of Work Are To Be Return To The Deptt. Store.N.B: I ) Any Deviation From Required Clear Cover Of 1.10Mtr., Due To Site Adverse Condition, Prior Permission Is To Be Obtained From The Eic In Exceptional Situation And Payment Will Be Made On Prorate Basis Over The Rate Of Entire Itemii ) No Payment Will Be Made Without Hydraulic Test Of The Pipe Line Either Part Or Fulliii ) The Pipes, Specials And Valves , Rubber Gasket Will Be Supplied Deptt. Free Of Cost.B ) 150 Mm Dia. 375 C ) 200 Mm Dia. 376 E ) 300 Mm Dia. 377 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. 378 C ) 200 Mm Dia. 379 E ) 250 Mm Dia. 380 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 381 I ) 200 Mm Dia Pipe 382 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. 383 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 ) 384 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 385 Making Village Roadcrossing ( Average 3 M Width ) By Horizontal Augor Boring For Accmodation Of Laying Of Average 3 ( Three ) Nos 15 Mm Dia Gi Pipe For Fhtc Or As Per Direction Of Eic. 386 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevant Is Codes. ( B ) River Bazree 387 Bamboo Pile Walling Made Of 65 Mm To 75 Mm Dia. Bamboo ( In Single Line ) Driven About Half Length Into The Ground At Very Close Spacing Side By Side Including Necessary Bamboo Stays Ties Runners Etc And Lining The Exposed Portion With Sheets Made Form Cutdrums Fitted And Fixed Complete As Per Direction. 388 Supply And Delivery Of Cidf Sluice Valve ( Special Type ) Pw-1.00 Of Different Dia Make With Ci Double Flanged Non Rusting Spindle Sluice Valves Conforming To Is 14846 -2000 With Latest Emended Having Body Dome / Bonnet And Cover Of C.I.Gr-F.G 210Mtr. Spindle Of Is-6603 G.R- 12 / Gr-13 Non-Magnetic, Nuts Seat Rings Are Of Gunonetal As Per Is:318 Ltb-2 Flanges And Drilled To Is:1538 Part Iv & Vi Valves Are Suitable For Max. Working Pressure Of 10Kg / Cm2 ( Seat Test ) And Body Tested To 15Kg / Cm2. N.B: The Above Item Should Be Procured From The Reputed Manufactures As Per Deptt. Approved Vender List150 Mm Dia 389 200 Mm Dia

Key Value

Document Fees
Refer document
EMD
INR 691679.0 /-
Tender Value
INR 3.45 Crore /-

BOQ Items

Name of Work: Execution of different works related to HEMKUMARI ZONE 3 PWSS under JAL JEEVAN MISSION
Sl. No. Item Description
1TUBEWELL Drilling by Reverse Rotary method of drilling using 9 7/8” dia.bit for pilot bore follwed by subsequently reaming using 12 1/4” dia. ,15 " dia. and 17.5" dia. Rock Roller Bits/ Drag Bits in consolidated, semi consolidated and soft formation up to required depth including casing boring and casing lowering as required including cost of fuels and lubricants etc. as required for drilling.
2Rate for Drilling by 17.5 " dia. Bit a) From 6 Mtr. to 60 Mtr.
360 Mtr. to 90 Mtr.
490 Mtr. to 120 Mtr.
5120 Mtr. to 144 Mtr.
6Electro-logging charge.
7Supply and delivery of Washed gravels size ranging from 1.80 mm to 4.74 mm. conforming to IS 4097 : 1967.
8Site Preparation, Temporary Latrine, Placement & levelling of Rig Machine, Mast hoisting and Casing drilling (Upto 6 mtr.) Placement of Casing with all allied works necessary to commence drilling woks and wind up of all machineries after completion of Drilling.
9Transportation cost of drilling equipment and accessories rig machine etc. including cost of fuel,Lubricant & loading unloading the materials from store/stack yard /suppliers godown and unloading /stacking the same at site. (Upto 60.0 km distance)
10Lowering the tube well assembly (UPVC Casing pipe ,well pipe, strainer along with UPVC accessories) vertically in a position with proper lowering arrangement by applying necessary jointing compound including labour cost for subsequent gravel packing and machine operation cost etc
11Cost of Consumables for drilling rigs and machineries.
12Supply and delivery of UPVC pipe (CD) conforming to IS 12818:2010. (CIPET Certified) a) 250 mm dia.
13b) 200 mm dia.
14Supply and delivery of UPVC Deep Well Screen (RDS) Pipes with Ribs conforming to IS 12818:2010 .(CIPET Certified) a) 200 mm dia.
15Supply and delivery of UPVC Reducer a) 250mm x 200 mm dia.
16Supply and delivery of UPVC Cap a)200 mm dia.
17b)250 mm dia.
18Supply and delivery of M.S. Housing clamp 250 mm dia.
19Supply and delivery of M.S .Centre guide (Special Type).
20Development (Min. 8 Hr. continuous) of tube well by using suitable air compressor (Min. Capacity: 600CFM & operating Pressure 14 Bar) followed by yield testing with BHT pump (Head :45 to 50mtr.,Discharge :1100 to 1000 LPM and 25 BHP engine) all complete including To & Fro Transportation cost and Cost of fuels, lubricants & Labour etc.
21Water sample collection and chemical test including Arsenic Test.
22Protective sealing the annular space between tube well pipes & the bore by bentonite clay balls/cement slurry above the shrouded gravels (3 m. Height).
23Packing the annular space between the outsides of the housing pipe & the Bore with puddle clay balls of approved size as per direction of E.I.C. Including cost of all materials, labour complete.
24Supply and delivery of Bentonite Powder conforming to IS 6186 :1986.
25Labour for making arrangement for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. all complete
26TUBEWELL Drilling by Reverse Rotary method of drilling using 9 7/8” dia.bit for pilot bore follwed by subsequently reaming using 12 1/4” dia. ,15 " dia. and 17.5" dia. Rock Roller Bits/ Drag Bits in consolidated, semi consolidated and soft formation up to required depth including casing boring and casing lowering as required including cost of fuels and lubricants etc. as required for drilling.
27Rate for Drilling by 17.5 " dia. Bit a) From 6 Mtr. to 60 Mtr.
2860 Mtr. to 90 Mtr.
2990 Mtr. to 120 Mtr.
30120 Mtr. to 144 Mtr.
31Electro-logging charge.
32Supply and delivery of Washed gravels size ranging from 1.80 mm to 4.74 mm. conforming to IS 4097 : 1967.
33Site Preparation, Temporary Latrine, Placement & levelling of Rig Machine, Mast hoisting and Casing drilling (Upto 6 mtr.) Placement of Casing with all allied works necessary to commence drilling woks and wind up of all machineries after completion of Drilling.
34Transportation cost of drilling equipment and accessories rig machine etc. including cost of fuel,Lubricant & loading unloading the materials from store/stack yard /suppliers godown and unloading /stacking the same at site. (Upto 60.0 km distance)
35Lowering the tube well assembly (UPVC Casing pipe ,well pipe, strainer along with UPVC accessories) vertically in a position with proper lowering arrangement by applying necessary jointing compound including labour cost for subsequent gravel packing and machine operation cost etc
36Cost of Consumables for drilling rigs and machineries.
37Supply and delivery of UPVC pipe (CD) conforming to IS 12818:2010. (CIPET Certified) a) 250 mm dia.
38b) 200 mm dia.
39Supply and delivery of UPVC Deep Well Screen (RDS) Pipes with Ribs conforming to IS 12818:2010 .(CIPET Certified) a) 200 mm dia.
40Supply and delivery of UPVC Reducer a) 250mm x 200 mm dia.
41Supply and delivery of UPVC Cap a)200 mm dia.
42b)250 mm dia.
43Supply and delivery of M.S. Housing clamp 250 mm dia.
44Supply and delivery of M.S .Centre guide (Special Type).
45Development (Min. 8 Hr. continuous) of tube well by using suitable air compressor (Min. Capacity: 600CFM & operating Pressure 14 Bar) followed by yield testing with BHT pump (Head :45 to 50mtr.,Discharge :1100 to 1000 LPM and 25 BHP engine) all complete including To & Fro Transportation cost and Cost of fuels, lubricants & Labour etc.
46Water sample collection and chemical test including Arsenic Test.
47Protective sealing the annular space between tube well pipes & the bore by bentonite clay balls/cement slurry above the shrouded gravels (3 m. Height).
48Packing the annular space between the outsides of the housing pipe & the Bore with puddle clay balls of approved size as per direction of E.I.C. Including cost of all materials, labour complete.
49Supply and delivery of Bentonite Powder conforming to IS 6186 :1986.
50Labour for making arrangement for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. all complete
51Mobilisation 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
52Labour 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
53iii) Collection of Samples from the bore hole made as per B-a (a)Undisturbed
54(b) Disturbed
55vi) Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131. (i)0.0m - 10.0m
56A. Laboratory Investigation: i) Liquid Limit as per IS 2720 (Part – V).
57ii) Plastic Limit as per IS 2720 (Part – V)
58iii) Grain size analysis by Sieving as per IS 2720 (Part – IV)
59iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
60v) Determination of Water Content as per IS 2720 (Part – II)
61vi) Determination of Specific Gravity as per IS 2720 (Part – III).
62vii) Direct Shear Test as per IS 2720 (Part – XIII).
63viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X). a) Undisturbed
64xiv) Determination of Consolidation Properties as per IS 2720 (Part – XIV).
65b) 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).
66C) Determination of Shear strength Parameters of a soil from Consolidated Drained Test as per IS 2720 (Part – X)
67Tri-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).
68Preparation 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
69Carriage 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.
70RISING CUM DELIVERY MAIN Supply of CIDF & Specials as per IS 1338-1992
71Supply 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.
72ii) 200 mm dia.
73iii) 250 mm dia.
74Supply of C.I. Jeffy coupling (flexible) joint complete with studtsnuts bolts, rubbon sealing reing as per I.S.Specification. i) 150 mm dia.
75ii) 200 mm dia.
76iii) 250 mm dia.
77Carrying 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 item ii) 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. b) 80 mm dia.
78150 mm dia
79200 mm dia
80250 mm dia
81Filling 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
82150 mm dia
83200 mm dia
84250 mm dia
85Cleaning 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
86150 mm dia
87200 mm dia
88250 mm dia
89Labour 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
90Making 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.
91c) 200 mm dia.
92e) 250 mm dia.
93Making 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.
94a) 80 mm dia.
95c) 150 mm dia.
96d) 200 mm dia.
97d) 250 mm dia.
98Construction 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
99i) 200 mm dia pipe
100i) 250 mm dia pipe
101Cutting 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
102Carriage 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. upto 20 KM (above 50 km extra cost 57 Rs/km)
103HW Site P/House Earth 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.
104Earth 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
105Filling 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).
106Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and 1illing joints with local sand.
107Cement concrete with 30 mm down graded shingles excluding shuttering (N.B. Variety). In ground floor a) 6:3:1 proportion
108ordinary 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
109a) 25 mm to 30 mm shuttering without staging, in foundation
110b) 25 mm to 30 mm thick wooden shuttering as per decision & direction of E.I.C. In foundation.
111Reinforcement 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
112Brick work with Ist class bricks in cement mortar (1:6) (a) In Foundation and plinth
113b) In superstucture, ground floor.
114Artificial 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
115Wood 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
116Supplying, 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
117Supplyof Fan hook.
118Plaster (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 mortar a) 20 mm thick plaster
119b) 15 mm thick plaster
120ii) With 1:4 cement mortar c) 10 mm thick plaster
121Neat cement punning about 1.5 mm thick in wall, dado, window sills, floor, drains etc
122Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer"s specification. In Ground floor (i) One coat on new surface
123ii) Two coats.
124Protective and 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 material, labour, scaffolding and all incidental charges but excluding the cost of primer. a) In Ground floor (Two Coat) (i) Normal Acrylic Emulsion
125a) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc
126(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.
127Painting 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
128b) On Steel surface i) One coat (with any shade except white
129Panel 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.
130Glazed 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.
131SIpplyng 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
132MS.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.
133i) 300 mm.Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.
134(i)150 mm x5.5 mm .Iron door handle of approved quality fitted and fixed complete:
135(ii) 100 mm x 5 mm.
136i) Sal Siliguri.a)with 75 mm iron Butt-hingeSupplying, fitting and fixing hinge cleat in position excluding the cost hinge and other fittings.
137i)Sal: Siliguri.b) with 50 mm iron Butt-hinge
138Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.i) 50 mm. X 37mm. X 1.50mm
139(i) 75mm. X 40mm. X 1.12mm.
140(i) 100mm. X 50mm. X 1.25mm
141Iron socket bolt of approved quality fitted and fixed complete.a) 100mm long x 10mm dia bolt.
142b) 150mm long x 10mm dia bolt.
143Chalmp for fan light fitted & fixed complete
144Precast pierced concrete jally work as per design and manufacturer"s 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
145Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) -Multilayer (a) 500 litre capacity.
146Labour for hoisting plastic water storage tank
147Supplying, 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
148(ii)15 mm dia. medium quality
149Labour for punching hole in plastic water storage tank upto 50 mm dia.
150Supplying, titting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). i)25 mm dia.
151ii) 20 mm dia.
152Supplying, 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
153Supply of UPVC pipes & fittings etc. conforming to IS-13592-1992 i) Door Tee 110 mm
154ii) Vent Cowl 110 mm
155(ii) Door Bend (T.S.) 110 mm
156Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 a) Single Socket 3 meter length. (i)110 mm .
157Orissa pattern water closet in white glazed vitreous chinaware of approved make in position . (i) 530 mm x 410 mm.
158Supplying ,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 .
159Supplying ,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
160Construction 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)
161Constrution 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 below 6. floor tunished with 25 mm thick grey artificat A) For 10 users i) With Baztee[N.B Varitv]
162Construction 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.
163125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor
164Supplying. 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 technology Department of Science and Technology (DST) to safisty IS: 4020 door testing performanc (i) 66 mm x 90 mm
165Supplying fitting fixing best quality Digital printed ceramic tiles in colour decorative in wall 1& ftloor to match with.Complete.
166HW Site BOUNDARY WALL Earth 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.
167Earth 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.
168Cement concrete (1:3:6) with 30 mm down graded excluding shuttering. a) 6:3:1 Proportion.
169Ordinary 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.
170Reinforcement 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
171Hire 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,
172b) )25 mm to 30 mm thick wooden shutter as per decision & direction of Engineer-in-charge.
173Plaster (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.
174With cement mortar( 6:1.).20 mm thick plaster.
175With cement mortar(4:1) 10 mm thick.
176Neat Cement punning about 1.5mm thick in wall ,dado , window, sills floor drain etc,
177Priming 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 preparingetc On timber .
178Painting 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 )
179Protective 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
180Earth 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 layercomplete i) With carried earth arrangement by the contractor within a radius of 3km including the cost of carriage but not exceeding 5km
181M.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.
182125 mm thick brick work with 1st class bricks in cement mortar (1:4) with1st class brick in all floor.
1832nd Site P/House Earth work in excavation of foundation trenches or drains or septic tank soak well etc. in all sorts of soil (including mixed soil but excluding latarite or sand stone) including removing spreading or stack-ingthespoilswithinaleadof75m.asdirected.Theitem includesnecessarytrimmingthesidesofthetrenches,leveling dressing and ramming the bottom, bailing or pumping out water etc. asrequiredcomplete. Depthofexcavationnotexceeding1.5mtr. but not requiring shoring
184Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 15cm. Including watering and ramming etc. layer by layer complete. (Payment to be made on basis of measurementof finishedquantity ofwork) A. with earth obtained from Excavation of Foundation
185Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed & consolidating same by throughsaturationwithwaterandramming completeincluding the costofsupplyofsand.(Paymenttobemadeonthebasisof measurement of finished quantity of work.) (a) By fine sand.
186Singlebrickflatsolingofpicked jhamabricksincludingramming&dressingbedtoproperlevel& fillingjointswithpowderedearthorlocalsandincludingcostof sand etc complete as per direction & specification.
187Cement concrete with 30 mm down graded shinglesexcluding shuttering (N.B. Variety). In ground floor a) 6:3:1 proportion.
188OrdinaryCementconcrete(mix1:1.5:3)withgradedstonechips(20mmnominalsize) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) River Bazree
189Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approvedstoutpropsandthickhardwoodplanksofapprovedthicknesswithrequired bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). a) 25 mm to 30 mm shuttering without staging in foundation.
190b) 25 mmto30 mmthick wooden shuttering asper decision& ddirectionoftheE.I.C. in foundation.
191Reinforcement 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
192Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
193(b) In superstructure, ground floor
194Artificial stone in floor, dado, staircase etc. with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) andmarbledustinproportion(1:2)includingsmoothfinishingandroundingoffcorners includingrakingoutjointsorrougheningofconcretesurfaceandapplicationofcement slurrybeforeflooringworksusingcement@1.75kg/sq.mallcompleteincludingall materials and labour. In ground floor. (i) 35 mm. thick
195Woodworkindoorandwindowframefittedandfixedinpositioncompleteincludinga protective coatofpainting atthe contactsurface ofthe frameexluding costofconcrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). a) Sal : Siliguri
196Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately) (i) 40mm X 6mm, 200mm Length
197Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamferingcornersasdirectedandrakingoutjointsincludingthroating,nosingand drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface (i) With 1:6 cement mortar (a) 20 mm thick plaster
198(b) 15 mm thick plaster
199(ii) With 1:4 cement mortar (a) 10 mm thick plaster
200Neat cement punning about 1.5 mm thick in wall, dado, window sills, floor, drains etc.
201Applyingdecorativecementbasedpaintofapprovedqualityafterpreparingthesurface includingscrapingthesamethoroughly(plasteredorconcretesurface)asper manufacturer"s specification. a) In Ground floor: (i) Two coats.
202ProtectiveandDecorativeAcrylicexterioremulsionpaintofapprovedquality,asper manufacturer"s specification and as per direction of EIC to be applied over acrylic primer as required. The rateincludes costofmaterial,labour,scaffoldingand allincidental charges but excluding the cost of primer. a) In Ground floor (Two Coat) (i) Normal Acrylic Emulsion
203(a)Primingonecoatontimberorplasteredsurfacewithsyntheticoilboundprimerof approved quality including smoothening surfaces by sand papering etc.
204(b)Primingonecoatonsteelorothermetalsurfacewithsyntheticoilboundprimerof approved quality including smoothening surfaces by sand papering etc.
205Paintingwithbestqualitysyntheticenamelpaintofapprovedmakeandbrandincluding smootheningsurfaceby sandpaperingetc.includingusingofapproved puttyetc.onthe surface, if necessary : (a) On timber or plastered surface : With super gloss (hi-gloss) - i) Two coat (with any shade except white)
206(b) On Steel surface : With super gloss (hi-gloss) - i) One coat (with any shade except white)
207Panelshuttersofdoorandwindow,asperdesign(eachpanelconsistingofsingleplank withoutjoint),includingfittingandfixingthesameinpositionbutexcludingthecostof hinge and other fittings. In ground floor. (i) 35mm thick shutters with 19mm thick panel of size 30to 45 Cm. a) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.
208Glazedshuttersofdoors,windows,fanlight,clerestorywindowsetc.as perdesign (with ordinary glass of 7.4kg./sq.m. 3mm. Thick) fitted with putty bed and teak wood bead and nailsincludingfittingandfixingshutterinpositionbutexcludingthecostofhingesand other fittings. cost of glass, putty, wooded beads etc.will be paid separately. (i) 35mm thick shutters. a) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.
209Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6 m height for external wall) (i) 4 mm thick
210M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flatsand barsofwindows,railingetc.fittedand fixedwithnecessaryscrewsandlugsin ground floor. i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
211Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting. i) 300 mm
212Iron door handle of approved quality fitted and fixed complete: (i) 150mm x 5.5mm.
213(ii) 100mm x 5mm.
214Supplying,fittingandfixinghingecleatinpositionexcludingthecosthingeandother fiffitngs. a) with 75mm iron Butt-hinge i) Sal : Siliguri.
215b) with 50mm iron Butt-hinge i) Sal : Siliguri.
216Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (i) 50mm. X 37mm. X 1.50mm.
217(ii) 75mm. X 40mm. X 1.12mm.
218(iii) 100mm. X 50mm. X 1.25mm.
219Iron socket bolt of approved quality fitted and fixed complete. (a) 100mm long x 10mm dia bolt.
220(b) 150mm long x 10mm dia bolt.
221Cord for fan light fitted & fixed complete.
222Precast pierced concrete jally work as per design and manufacturer"s specification including moulding etc. with stone chips and necessary reinforcement shuttering complete including fitting, fixing in position in all floors. (a) 37.5 mm thick panels
223SupplyingP.V.C.waterstoragetankofapproved qualitywithclosed topwith lid(Black) - Multilayer (a) 500 litre capacity
224Labour for hoisting plastic water storage tank. (i) Upto 1500 litre capacity. (a) Upto 1st story from G.L.
225Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, shortpieceetc.fittedwithholderbatsclamps,includingcuttingpipes,makingthreads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materialsand twocoatsofpainting with approved paint inany position above ground. (Payment will be made on the centre line measurements of totalpipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) (i) 20 mm dia. medium quality.
226(ii) 15 mm dia. medium quality
227Labour for punching hole in plastic water storage tank upto 50 mm dia.
228Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). (i) 15 mm dia.
229(ii) 20 mm dia.
230Supplying,fittingand fixing alloyironwithbrassspindlebib cock/stopcockofapproved brand and make, spray painted and tested to 21 kg per sq. cm. (i) 15 mm dia.
231Supply of UPVC pipes & fittings conforming to IS-13592-1992 (i) Door Tee , a) 110 mm
232(ii) Vent Cowl , a) 110 mm
233(iii) Door Bend (T.S.), a) 110 mm
234Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (A) (i) Single Socketed 3 Meter Length a) 110 mm
235Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding "P" or "S" trap (excluding cost of concrete for fixing). (i) 530 mm X 410 mm
236Supplying,fitting and fixing cast iron "P" or "S" trap conformimg to I.S. 3989 / 1970 and 1729 / 1964 including lead caulked joints and painting two coats to the exposed surface. (Painting to be paid seperately). A) "S" Trap i) 100 mm dia
237Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two coats of painting to bracket etc i) White
238ConstructingInspectionpitofinsidemeasurement600 mmX600mmXupto600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer ofjhamabrickflatsoling,15mmthick(1:4)cementplastertoinsidewallsandout-side wallsuptoG.L.and20mm.thick(1:4)plastertobottomofthepit,providingnecessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing toentireinternalsurfaces,topofthe pitcovered with100 mmthick R.C.C.slab (1:1.5:3) withstonechipsandnecessaryreinforcementsupto1%andshutteringincluding6mm thickcementplaster(1:4)inallexternalsurfaces ofthe slaband one560 mmdia. R.C.C. manholecoverofapprovedmakesupplied,fittedandfixedintheslabwithnecessary fittings,necessaryearthworkinexcavationinallsortsofsoil,fillingsidesofthepitwith earthand removingspoilsafterworkcompleteinallrespectwith allcostsoflabourand materials. ii) With Bazree (N.B Variety) (SAIL/TATA/RINL)
239Construction ofseptictank of different capacities asper approved drawing with1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)ofapprovedmakesupplied,fittedandfixedinthe100mmthickR.C.C(1:1.5:3)top slab with necessary fittings, 20mm thick cement plaster(4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finishedwith 25mm thick grey artificialstone over 100 mmthick R.C.C(1:1.5:3)bottom slabincludingsupplying,fittingandfixingallnecessryspecials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in allsorts ofsoil, shoring, bailingoutand pumpingoutwaterasnecessary,ramming,dressingthebedand fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and con in all respectwith allcosts oflabour and materials.aterials. With 250 mmthick drybrick workand 250mmthickcement brickwork (1:6)and 1.00m inside dia. by weight of cement with all costs of labour and materials. (i) For 10 users A) With Bazree(N.B Varity)(SAIL/TATA/RINL)
240Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick workupto1.6metrefromthebottomhaving150mmintermediatecementbrickwork (1:4)bandallroundandcementbrickwork(1:4)upto0.90metrefromtopwith20mm thickcementplastering(1:4)toinsidefaceuptothedepthofcementbrickwork,15mm thickcementplaster(1:4)onouterfacefromtopofthewelluptoG.L.and6mmthick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mmthickwithcementconc(1:1.5:3)withstonechipswithnecessaryreinforcementand shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied,fittedandfixedinthecoverslabwithnecessaryfittings,makingnacessary arrangementsforpipeconnections,excavationofwellincludingshoring,dewateringand removing the exess earth from the premisesas per direction completein allrespect with all costs of labour and materials. With 250 mmthick drybrick workand 250mmthickcement brickwork (1:6)and 1.00m inside dia. a) Other than SAIL/TATA/RINL)
241125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
242Carriage 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 a) Above 10 Km upto 20 Km 250 mm DI Pipe
24316 mm dia. 1mtr long Fan Hook
244Supplying fitting fixing best quality Digital printed ceramic tiles in colour decorative in wall 1& ftloor to match with.Complete.
2452nd Site B/Wall 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
246Earth 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.
247Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) c) (iii) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth.
248(II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety (1:3:6)
249Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (a ) River bazree
250Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i ) River Bazree
251Reinforcement 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
252Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). f) 25 mm to 30 mm shuttering without staging in foundation
253b) )25 mm to 30 mm thick wooden shutter as per decision & direction of Engineer-in-charge.
254125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
255Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, affolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:4 cement mortar a) 10 mm thick plaster
256(ii) With 1:6 cement mortar (b) 15 mm thick plaster
257(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor) (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
258Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
259Priming 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 preparingetc On timber .
260Painting 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 )
261Protective 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
262FHTC Providing 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 -1785 and 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
263250 OHR Earth 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.
264a) Depth of excavation not exceeding 1.500 mm.
265b) Depth of excavation for additional depth beyond 1500 mm and upto 3000 mm but not requiring shoring.
266Earth 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.
267a) With earth obtained from excavation of foundation.
268Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
269Cement concrete with 30 mm down graded shinglesexcluding shuttering (N.B. Variety). In ground floor
270a) 4:2:1 proportion.
271Controlled cement concrete grade M-30 mix with well graded stone chips (20 mm grade) excluding shuttering and reinforcement, with complete design of concrete as per I.S, codesand relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in-charge. Consumption of cement will not be less than 6 bags/300 kg. of cement per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test & job-mix formula.
272a) From 16TO 20 MTR
273a) From 20 AND ABOVE
274Controlled cement concrete grade M-25 mix with well graded stone chips (20 mm grade) excluding shuttering and reinforcement, with complete design of concrete as per I.S, codesand relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in-charge. Consumption of cement will not be less than 6 bags/300 kg. of cement per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test & job-mix formula. N.B. Variety (stone metal)
275a) From 0TO 4 MTR
276a) From 4TO 8 MTR
277a) From 8TO 12 MTR
278a) From 12TO 16 MTR
279a) From 16TO 20 MTR
280a) From 20 AND ABOVE
281Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).
282a) 25 mm to 30 mm thick wooden shuttering as per decision & ddirection of the E.I.C. in foundation.(Up to G.L)
283b) Steel shuttering or 9 mm to 12 mm thick approved quality ply board shuttering in any concrete work. From G.L Upto botam of Heal Beam
284Hire 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 completion of work Including staging upto 4 metre using ply board or steel shuttering.
285(a) From bottom of heal beam to top of O.H.R.
286Extra for staging beyond 4 m with necessary cross bracing and fixtures and removing the same after completion of the work all complete as per direction of the E.I.C. [Mode of measurement : Area of unsupported horizontal projection (where staging beyond 4 m is practically un-avoidable) X mean height of staging above initial 4 m.]
287Reinforcement 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.
288Extra 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
2898 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
29012 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
29116 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
292beyond 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
293Extra for using water proofing and plastisizing admixer 0.2% by weight of cement (or at manufacturer specified rate) for concrete of various grades.
294Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throating, nosing and drip course where necessary (ground floor). (A) With 4:1 cement mortar (a) 15 mm thick plaster (Internal)
295i) From heal beam to top of O.H.R
296ii) From bottom of heal beam to top of O.H.R.
297(B) With 3:1 cement mortar (a) 10 mm thick plaster (External) i) From G.L to bottom of heal beam.
298Neat cement punning about 1.5 mm thick in wall, dado, window sills, floor, drains etc.
299Artificial stone in floor, dado, saircase etc with cement concrete 1:2:4 with stone chips laid in panels as dircted with toping made with ordinary or white cement and marbel dust in proportion 1:2 including smooth finishing and rounding of corners including raking out joints or roughning of concrete surface and application of cement slurry before flooring work using cement @1.75 kg per Sq.M all complete including all materials and labour. 3 mm thick toping 25 MM THICK
300Protective and decorative acrylic exterior emulsion paint of approved quality as per manufacturer"s specification and as per direction of E.I.C. 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. Normal Acrylic Emulsion. (a) Two coats
301a) From 0TO 4 MTR
302a) From 4TO 8 MTR
303a) From 8TO 12 MTR
304a) From 12TO 16 MTR
305a) From 16TO 20 MTR
306a) From 20 AND ABOVE
307Applying exterior grade Acrylic primer of approved quality & brand on plaster 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 thoroughly, complete as per manufacturer"s specificationand as per direction of E.I.C.
308a) From 0TO 4 MTR
309a) From 4TO 8 MTR
310a) From 8TO 12 MTR
311a) From 12TO 16 MTR
312a) From 16TO 20 MTR
313a) From 20 AND ABOVE
314M.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 as per desing, direction of E.I.C. complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS : 816-1956 & IS : 9595 using electrodes of approved make and brand conforming to IS : 814-1957, 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 charges such as electricity charges, labour insurance charges etc. (a) For structural members of specified sections weighing not less than 22.5 kg/m.
315Supplying, 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. Analysis of rate enclosed in seperate sheets. ( Analysis Rate )
316Providing water thirable non-toxic expoxy coating (techoxy or equivalent brand of approved quality)2(two)finished coats over 2(two)of primer of same brand to the ceiling of roof dome including supply of requisite coating materials, cleaning of the substrate properly to make it free from dirt, paint, oil and grease, sludge, blister, loose plaster, fungus, moss and all other undesirable particles using wire brush, sand papers etc. including mending good all damages all complete as per direction of EIC & his satisfaction.
317Wood work in door and window frame fitted and fixed complete including a protective coat of painting at the contact surface of the frame. SAL : Siliguri.
318Supplying fitting and fixing door made with IRC febric mesh of 75mm x50mmx4.5mmx2.7mm on 50mm x 50mm x 6mm angle iron frames all round and one 37.5mm x 6mm M.S. flat bar over the netting all round welded to angle iron frame and providing locking arrangements if necessary and with two coats of synthetic enamel paint(Other than Hi-gloss) fitted and fixed with clamps or haskal doomney etc. complete at the lantern of R.C.C. over head reservoir.
319Supplying 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
320Supplying fitting and fixing in position C.I. (manhole / pit cover with matching frame). 450 mm X 100 mm X 50 kg (approx.)
321Priming one coat on timber, plastered or on steel orother metal surface with synthetic enamel / oil bound primer of approved quality including smoothening surface by sand papering etc.
322Painting 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 of necessary. (a) On timber or plastered surface : With super gloss (hi-gloss) (i) Two coats (with any shade except white)
323(b) On steel or other metal surface : With super gloss (hi-gloss) i) Two coats (with any shade except white)
324Supply at site/local store C.I.D.F. and C.I.S.S. Pipes & specials as per relvant I.S. specification with latest amendments including cost of loading, carrying, unloading, stacking properly and sales tax & all other charges etc. complete as per direction of E.I.C. (Mode of measurement will be on book weight).
325Supply at site/local store Sluice Valve as per relvant I.S. specification with latest amendments including cost of loading, carrying, unloading, stacking properly and sales tax & all other charges etc. complete as per direction of E.I.C. (a) 150 mm dia.(Ref W/O 1441/CD Dated-27/03/12)
326(b) 250 mm dia.(Gear Operated)
327Making 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). (a) 150 mm dia.
328c) 250 mm dia.
329Erecting, hoisting and fitting, fixing, laying and building in position C.I. flanged or socketted pipes with necessary specials like valves, bell-mouth with paddle collers etc. for delivery, overflow, inlet and washout pipe line etc. as shown in drawing as per direction including supplying fitting, fixing proper with M.S. clamps supports stages for all top as of pipes with painting of specials, pipes complete with two coats of black Japan over a coat of red oxide primer. (a) 150 mm dia.
330c) 250 mm dia.
331Earth work in excavation of trenches of adequate width having minimum depth to keep the top surface of pipe 1.0 m below of existing ground level in any kind of soil mixed with boulder, road sub-grade and its flanks, dewatering the trenches, preparing the bottom surface of continuous bedding of pipe line, fitting fixing valves, specials etc. in position, cutting of pipes as required etc. in position carriage of materials from local store to work site, filling up the trenches with excavated materials consolidating the same in layers, removing the surplus materials and plants as per specification and instruction of the E.I.C. (Pipes, valves, rubber joints will be supplied departmentally).For C.I.S.S. / C.I.D.F. / D.I. pipe suitable for the making rubber joint of different sizes. (a) 150 mm dia.
332c) 250 mm dia.
333Construction of masonry sluice valve chamber as per departmental drawing with brick work in cement mortar (6:1) including necessary earth work in excavation and back filling, cement concrete (8:4:1) with jhama khoa over single brick flat soling in foundation, 100 mm thick R.C.C. slab (4:2:1) with 1.20% reinforcment and necessary shuttering, plastering all inner and outer surface with sand and cement mortar 15 mm X 150 mm C.I. surface box embedded into the R.C.C. slab, overhauling the valves (if necessary) all complete includng cost of all materials and labour (Only valves with tail pieces will be supplied from local Departmental store). (a) For 250 mm dia. Sluice valve.
334(b) For 150 mm dia. Sluice valve.
335Making arrangement for water tightness test of R.C.C. overhead reservoir conforming to the provisions laid down in IS : 3370 (Part-I) 1965, by filling with water upto Top Water Level (TWL) as shown in the drawing and as per direction of E.I.C. including the arrangement of water, its carriage & lifting by necessary pipes, fittings and pumping machinery etc. all required for the purpose.
336Disinfection & washing the tank and pipe connections including cleaning the inside of the tank etc. complete.
337Filling 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) 150 mm dia.
338c) 250 mm dia.
339Cleaning 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). (i) 150 mm dia. @ 0.146kg bleaching powder /m length of pipe.
340(ii) 250 mm dia. @ 0.405 kg. bleaching powder / m length of pipe.
341Carriage 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 c) Above 10 Km upto 20 Km
342Earth work in excavation trenches or drains in all sorts of soil including removing spreading or stacking the spoil within a lead of 75m. As directed .The items includes necessary trimming the sides of trenches levelling dressing and ramming the bottom .bailing out water as required Complete. i) Depth of excavation not exceeding 1.50m
343Earth 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.
344Cement concrete (1:3:6) with 30 mm down graded excluding shuttering. a) 6:3:1 Proportion.
345Ordinary 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.
346Reinforcement for reinforced concrete work in all sorts of structures including distribution bars , stirrups , binders etc, including supply of rods initial straightening and removal loose rust(if necessary,) cutting to correct shape ,placing in proper position and binding with 16Gauge black annealed wire at every instruction Complete as per drawing and direction of E.I.C. i) Tor steel /Mild steel.
347Hire 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,
348Plaster (to wall,floor ,ceiling etc,) with sand and cement mortar including rounding off chamfering corners as directed and raking out joints or roughening of concrete surface including throating ,nosing and drip course where necessary (ground floor).. With cement mortar( 4:1.).15 mm thick plaster.
349Neat Cement punning about 1.5mm thick in wall ,dado , window, sills floor drain etc,
350Supplying HDPE (Materials grade PE-100) pipes conforming to IS 49841995 with latest revision & amendments if any with necessary specials (excluding cost of CIDF valves) including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder,road sub-grade and aits flank but excluding moorum laterite or sand stone / hard rock cutting with chisel required including cutting road flank/ brick pavement etc. without damaging the exisiting telephone/electrical cable line etc.(in case of damage of any type of cable line by the agency at the time of execution necessary damage charge as applicable by the respective authority will have to be brone by the agency at his own cost)upto the depth (av.) so as to maintain 1.10m.earth cushion from top of the pipe upto G.L. including loading unloading carrying lowering laying fitting fixing carefully pipes, valves and specials with the all types of jointing materials in trenches maintaining proper levels and alignment jointing the pipes and specials by butt welding/ adopting suitable method (But weld jointing with help of hydraulic tack and trimming machines, Hitter etc. for reaching at necessary melting point of HDPE pipe so that joint can be monolithic) so as to facilitate the maintenance of pipe line locally as per conventional method in future. (A) Pressure Rating : PN 6 (i) Laying of pipe line including cost of pipe only excluding cost of specials/fittings valves. b) 90mm (OD)
351b) 110 mm (OD)
352c) 125mm (Od)
353d) 140 mm (OD)
354e) 160 mm(OD)
355e) 180 mm(OD)
356Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source). B) For UPVC/HDPE Pipe a)90 mm (OD)
357b) 110 mm (OD)
358c) 125mm (Od)
359d) 140 mm (OD)
360e) 160 mm(OD)
361e) 180 mm(OD)
362A) For CI/DI Pipe b)150 mm dia
363c)200 mm dia
364e)300 mm dia
365Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source). B) For UPVC/HDPE Pipe a)90 mm (OD)
366b) 110 mm (OD)
367c) 125mm (Od)
368d) 140 mm (OD)
369e) 160 mm(OD)
370e) 180 mm(OD)
371A) For CI/DI Pipe b)150 mm dia
372c)200 mm dia
373e)300 mm dia
374Carrying 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 item ii) 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. b) 150 mm dia.
375c) 200 mm dia.
376e) 300 mm dia.
377Making 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.
378c) 200 mm dia.
379e) 250 mm dia.
380Construction 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
381i) 200 mm dia pipe
382Bituminous 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.
383Making 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)
384Labour 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
385Making village roadcrossing (Average 3 m width)by horizontal Augor boring for accmodation of laying of average 3 (Three) Nos 15 mm dia GI pipe for FHTC or as per direction of EIC.
386Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (b) River bazree
387Bamboo pile walling made of 65 mm to 75 mm dia. Bamboo (in single line) driven about half length into the ground at very close spacing side by side including necessary bamboo stays ties runners etc and lining the exposed portion with sheets made form cutdrums fitted and fixed complete as per direction.
388Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R- 12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list 150 mm dia
389200 mm dia
390ADD: GST 18% (+)
391ADD: CESS 1% (+)
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