Execution Of Different Works Related To Guriahati ( Nm ) ( Zone-I & Ii ) Pwss 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 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. 52 Rate For Drilling By 17.5 Dia. Bita ) From 6 Mtr. To 60 Mtr. 53 60 Mtr. To 90 Mtr. 54 90 Mtr. To 120 Mtr. 55 120 Mtr. To 144 Mtr. 56 Electro-Logging Charge. 57 Supply And Delivery Of Washed Gravels Size Ranging From 1.80 Mm To 4.74 Mm. Conforming To Is 4097 : 1967. 58 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. 59 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 ) 60 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 61 Cost Of Consumables For Drilling Rigs And Machineries. 62 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) A ) 250 Mm Dia. 63 B ) 200 Mm Dia. 64 Supply And Delivery Of Upvc Deep Well Screen ( Rds ) Pipes With Ribs Conforming To Is 12818:2010 . ( Cipet Certified ) A ) 200 Mm Dia. 65 Supply And Delivery Of Upvc Reducera ) 250Mm X 200 Mm Dia. 66 Supply And Delivery Of Upvc Capa ) 200 Mm Dia. 67 B ) 250 Mm Dia. 68 Supply And Delivery Of M.S. Housing Clamp 250 Mm Dia. 69 Supply And Delivery Of M.S .Centre Guide ( Special Type ) . 70 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. 71 Water Sample Collection And Chemical Test Including Arsenic Test. 72 Protective Sealing The Annular Space Between Tube Well Pipes & The Bore By Bentonite Clay Balls / Cement Slurry Above The Shrouded Gravels ( 3 M. Height ) . 73 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. 74 Supply And Delivery Of Bentonite Powder Conforming To Is 6186 :1986. 75 Labour For Making Arrangement For Showing Verticality Test Including The Cost For Hire Charges Of Tools And Plants, Scafolding, Labour Etc. All Complete 76 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. 77 Rate For Drilling By 17.5 Dia. Bita ) From 6 Mtr. To 60 Mtr. 78 60 Mtr. To 90 Mtr. 79 90 Mtr. To 120 Mtr. 80 120 Mtr. To 144 Mtr. 81 Electro-Logging Charge. 82 Supply And Delivery Of Washed Gravels Size Ranging From 1.80 Mm To 4.74 Mm. Conforming To Is 4097 : 1967. 83 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. 84 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 ) 85 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 86 Cost Of Consumables For Drilling Rigs And Machineries. 87 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) A ) 250 Mm Dia. 88 B ) 200 Mm Dia. 89 Supply And Delivery Of Upvc Deep Well Screen ( Rds ) Pipes With Ribs Conforming To Is 12818:2010 . ( Cipet Certified ) A ) 200 Mm Dia. 90 Supply And Delivery Of Upvc Reducera ) 250Mm X 200 Mm Dia. 91 Supply And Delivery Of Upvc Capa ) 200 Mm Dia. 92 B ) 250 Mm Dia. 93 Supply And Delivery Of M.S. Housing Clamp 250 Mm Dia. 94 Supply And Delivery Of M.S .Centre Guide ( Special Type ) . 95 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. 96 Water Sample Collection And Chemical Test Including Arsenic Test. 97 Protective Sealing The Annular Space Between Tube Well Pipes & The Bore By Bentonite Clay Balls / Cement Slurry Above The Shrouded Gravels ( 3 M. Height ) . 98 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. 99 Supply And Delivery Of Bentonite Powder Conforming To Is 6186 :1986. 100 Labour For Making Arrangement For Showing Verticality Test Including The Cost For Hire Charges Of Tools And Plants, Scafolding, Labour Etc. All Complete 101 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 102 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 103 Iii ) Collection Of Samples From The Bore Hole Made As Per B-A ( A ) Undisturbed 104 ( B ) Disturbed 105 Vi ) Standard Penetration Tests ( S.P.T. ) By Split Spoon Sampler In The Bore Hole As Per Is 2131. ( I ) 0.0M - 10.0M 106 A. Laboratory Investigation: I ) Liquid Limit As Per Is 2720 ( Part – V ) . 107 Ii ) Plastic Limit As Per Is 2720 ( Part – V ) 108 Iii ) Grain Size Analysis By Sieving As Per Is 2720 ( Part – Iv ) 109 Iv ) Grain Size Analysis By Hydrometer Method Asper Is 2720 ( Part – Iv ) . 110 V ) Determination Of Water Content As Per Is2720 ( Part – Ii ) 111 Vi ) Determination Of Specific Gravity As Per Is2720 ( Part – Iii ) . 112 Vii ) Direct Shear Test As Per Is 2720 ( Part – Xiii ) . 113 Viii ) Determination Of Unconfined Compression Strength As Per Is 2720 ( Part – X ) .A ) Undisturbed 114 Xiv ) Determination Of Consolidation Properties As Per Is 2720 ( Part – Xiv ) . 115 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 ) . 116 C ) Determination Of Shear Strength Parameters Of A Soil From Consolidated Drained Test As Per Is 2720 ( Part – X ) 117 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 ) . 118 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 119 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. 120 Rising Cum Delivery Mainsupply Of Cidf & Specials As Per Is 1338-1992 121 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. 122 Ii ) 200 Mm Dia. 123 Iii ) 250 Mm Dia. 124 Supply Of C.I. Jeffy Coupling ( Flexible ) Joint Complete With Studtsnuts Bolts, Rubbon Sealing Reing As Per I.S.Specification.I ) 150 Mm Dia. 125 Ii ) 200 Mm Dia. 126 Iii ) 250 Mm Dia. 127 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. 128 150 Mm Dia 129 200 Mm Dia 130 250 Mm Dia 131 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 132 150 Mm Dia 133 200 Mm Dia 134 250 Mm Dia 135 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 136 150 Mm Dia 137 200 Mm Dia 138 250 Mm Dia 139 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 140 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. 141 C ) 200 Mm Dia. 142 E ) 250 Mm Dia. 143 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. 144 A ) 80 Mm Dia. 145 C ) 150 Mm Dia. 146 D ) 200 Mm Dia. 147 D ) 250 Mm Dia. 148 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 149 I ) 200 Mm Dia Pipe 150 I ) 250 Mm Dia Pipe 151 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 152 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 ) 153 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. 154 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 155 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 ) . 156 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And 1Illing Joints With Local Sand. 157 Cement Concrete With 30 Mm Down Graded Shingles Excluding Shuttering ( N.B. Variety ) . In Ground Floora ) 6:3:1 Proportion 158 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 159 A ) 25 Mm To 30 Mm Shuttering Without Staging, In Foundation 160 B ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Direction Of E.I.C. In Foundation. 161 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 162 Brick Work With Ist Class Bricks In Cement Mortar ( 1:6 ) ( A ) In Foundation And Plinth 163 B ) In Superstucture, Ground Floor. 164 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 165 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 166 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 167 Supplyof Fan Hook. 168 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 169 B ) 15 Mm Thick Plaster 170 Ii ) With 1:4 Cement Mortarc ) 10 Mm Thick Plaster 171 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc 172 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 173 Ii ) Two Coats. 174 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 175 A ) Priming One Coat On Timber Or Plastered Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc 176 ( 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. 177 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 178 B ) On Steel Surfacei ) One Coat ( With Any Shade Except White 179 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. 180 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. 181 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 182 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. 183 I ) 300 Mm.Iron Hasp Bolt Of Approved Quality Fitted And Fixed Complete ( Oxidised ) With 16Mm Dia Rod With Centre Bolt And Round Fitting. 184 ( I ) 150 Mm X5.5 Mm .Iron Door Handle Of Approved Quality Fitted And Fixed Complete: 185 ( Ii ) 100 Mm X 5 Mm. 186 I ) Sal Siliguri.A ) With 75 Mm Iron Butt-Hingesupplying, Fitting And Fixing Hinge Cleat In Position Excluding The Cost Hinge And Other Fittings. 187 I ) Sal: Siliguri.B ) With 50 Mm Iron Butt-Hinge 188 Iron Butt Hinges Of Approved Quality Fitted And Fixed With Steel Screws, With Isi Mark.I ) 50 Mm. X 37Mm. X 1.50Mm 189 ( I ) 75Mm. X 40Mm. X 1.12Mm. 190 ( I ) 100Mm. X 50Mm. X 1.25Mm 191 Iron Socket Bolt Of Approved Quality Fitted And Fixed Complete.A ) 100Mm Long X 10Mm Dia Bolt. 192 B ) 150Mm Long X 10Mm Dia Bolt. 193 Chalmp For Fan Light Fitted & Fixed Complete 194 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 195 Supplying P.V.C. Water Storage Tank Of Approved Quality With Closed Top With Lid ( Black ) -Multilayer ( A ) 500 Litre Capacity. 196 Labour For Hoisting Plastic Water Storage Tank 197 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 198 ( Ii ) 15 Mm Dia. Medium Quality 199 Labour For Punching Hole In Plastic Water Storage Tank Upto 50 Mm Dia. 200 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. 201 Ii ) 20 Mm Dia. 202 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 203 Supply Of Upvc Pipes & Fittings Etc. Conforming To Is-13592-1992I ) Door Tee 110 Mm 204 Ii ) Vent Cowl 110 Mm 205 ( Ii ) Door Bend ( T.S. ) 110 Mm 206 Supply Of Upvc Pipes ( B Type ) & Fittings Conforming To Is-13592-1992A ) Single Socket 3 Meter Length. ( I ) 110 Mm . 207 Orissa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make In Position . ( I ) 530 Mm X 410 Mm. 208 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 . 209 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 210 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 ) 211 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 ] 212 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. 213 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor 214 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 215 Supplying Fitting Fixing Best Quality Digital Printed Ceramic Tiles In Colour Decorative In Wall 1& Ftloor To Match With.Complete. 216 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. 217 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. 218 Cement Concrete ( 1:3:6 ) With 30 Mm Down Graded Excluding Shuttering.A ) 6:3:1 Proportion. 219 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. 220 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 221 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, 222 B ) ) 25 Mm To 30 Mm Thick Wooden Shutter As Per Decision & Direction Of Engineer-In-Charge. 223 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. 224 With Cement Mortar ( 6:1. ) .20 Mm Thick Plaster. 225 With Cement Mortar ( 4:1 ) 10 Mm Thick. 226 Neat Cement Punning About 1.5Mm Thick In Wall , Dado , Window, Sills Floor Drain Etc, 227 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 . 228 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 ) 229 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 230 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 231 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. 232 125 Mm Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) With1st Class Brick In All Floor. 233 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 234 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 235 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. 236 Singlebrickflatsolingofpicked Jhamabricksincludingramming&Dressingbedtoproperlevel& Fillingjointswithpowderedearthorlocalsandincludingcostof Sand Etc Complete As Per Direction & Specification. 237 Cement Concrete With 30 Mm Down Graded Shinglesexcluding Shuttering ( N.B. Variety ) . In Ground Floora ) 6:3:1 Proportion. 238 Ordinarycementconcrete ( Mix1:1.5:3 ) Withgradedstonechips ( 20Mmnominalsize ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. ( I ) River Bazree 239 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. 240 B ) 25 Mmto30 Mmthick Wooden Shuttering Asper Decision& Ddirectionofthee.I.C. In Foundation. 241 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 242 Brick Work With 1St Class Bricks In Cement Mortar ( 1:6 ) ( A ) In Foundation And Plinth 243 ( B ) In Superstructure, Ground Floor 244 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 245 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 246 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 247 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 248 ( B ) 15 Mm Thick Plaster 249 ( Ii ) With 1:4 Cement Mortar ( A ) 10 Mm Thick Plaster 250 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc. 251 Applyingdecorativecementbasedpaintofapprovedqualityafterpreparingthesurface Includingscrapingthesamethoroughly ( Plasteredorconcretesurface ) Asper ManufacturerS Specification.A ) In Ground Floor: ( I ) Two Coats. 252 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 253 ( A ) Primingonecoatontimberorplasteredsurfacewithsyntheticoilboundprimerof Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 254 ( B ) Primingonecoatonsteelorothermetalsurfacewithsyntheticoilboundprimerof Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 255 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 ) 256 ( B ) On Steel Surface : With Super Gloss ( Hi-Gloss ) -I ) One Coat ( With Any Shade Except White ) 257 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. 258 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. 259 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 260 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. 261 Iron Hasp Bolt Of Approved Quality Fitted And Fixed Complete ( Oxidised ) With 16Mm Dia Rod With Centre Bolt And Round Fitting.I ) 300 Mm 262 Iron Door Handle Of Approved Quality Fitted And Fixed Complete: ( I ) 150Mm X 5.5Mm. 263 ( Ii ) 100Mm X 5Mm. 264 Supplying, Fittingandfixinghingecleatinpositionexcludingthecosthingeandother Fiffitngs.A ) With 75Mm Iron Butt-Hingei ) Sal : Siliguri. 265 B ) With 50Mm Iron Butt-Hingei ) Sal : Siliguri. 266 Iron Butt Hinges Of Approved Quality Fitted And Fixed With Steel Screws, With Isi Mark. ( I ) 50Mm. X 37Mm. X 1.50Mm. 267 ( Ii ) 75Mm. X 40Mm. X 1.12Mm. 268 ( Iii ) 100Mm. X 50Mm. X 1.25Mm. 269 Iron Socket Bolt Of Approved Quality Fitted And Fixed Complete. ( A ) 100Mm Long X 10Mm Dia Bolt. 270 ( B ) 150Mm Long X 10Mm Dia Bolt. 271 Cord For Fan Light Fitted & Fixed Complete. 272 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 273 Supplyingp.V.C.Waterstoragetankofapproved Qualitywithclosed Topwith Lid ( Black ) - Multilayer ( A ) 500 Litre Capacity 274 Labour For Hoisting Plastic Water Storage Tank. ( I ) Upto 1500 Litre Capacity. ( A ) Upto 1St Story From G.L. 275 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. 276 ( Ii ) 15 Mm Dia. Medium Quality 277 Labour For Punching Hole In Plastic Water Storage Tank Upto 50 Mm Dia. 278 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. 279 ( Ii ) 20 Mm Dia. 280 Supplying, Fittingand Fixing Alloyironwithbrassspindlebib Cock / Stopcockofapproved Brand And Make, Spray Painted And Tested To 21 Kg Per Sq. Cm. ( I ) 15 Mm Dia. 281 Supply Of Upvc Pipes & Fittings Conforming To Is-13592-1992 ( I ) Door Tee , A ) 110 Mm 282 ( Ii ) Vent Cowl , A ) 110 Mm 283 ( Iii ) Door Bend ( T.S. ) , A ) 110 Mm 284 Supply Of Upvc Pipes ( B Type ) & Fittings Conforming To Is-13592-1992 ( A ) ( I ) Single Socketed 3 Meter Lengtha ) 110 Mm 285 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 286 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 287 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 288 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 ) 289 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 ) 290 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 ) 291 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor. 292 16 Mm Dia. 1Mtr Long Fan Hook 293 Supplying Fitting Fixing Best Quality Digital Printed Ceramic Tiles In Colour Decorative In Wall 1& Ftloor To Match With.Complete. 294 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 295 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. 296 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. 297 ( Ii ) Cement Concrete With 30 Mm Down Graded Shingles Excluding Shuttering. N.B. Variety ( 1:3:6 ) 298 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 299 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 300 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 301 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 302 B ) ) 25 Mm To 30 Mm Thick Wooden Shutter As Per Decision & Direction Of Engineer-In-Charge. 303 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor. 304 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 305 ( Ii ) With 1:6 Cement Mortar ( B ) 15 Mm Thick Plaster 306 ( 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. 307 Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sill, Floor Etc. 308 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 . 309 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 ) 310 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 311 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. 312 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 313 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 ) . 314 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And 1Illing Joints With Local Sand. 315 Cement Concrete With 30 Mm Down Graded Shingles Excluding Shuttering ( N.B. Variety ) . In Ground Floora ) 6:3:1 Proportion 316 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 317 A ) 25 Mm To 30 Mm Shuttering Without Staging, In Foundation 318 B ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Direction Of E.I.C. In Foundation. 319 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 320 Brick Work With Ist Class Bricks In Cement Mortar ( 1:6 ) ( A ) In Foundation And Plinth 321 B ) In Superstucture, Ground Floor. 322 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 323 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 324 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 325 Supplyof Fan Hook. 326 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 327 B ) 15 Mm Thick Plaster 328 Ii ) With 1:4 Cement Mortarc ) 10 Mm Thick Plaster 329 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc 330 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 331 Ii ) Two Coats. 332 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 333 A ) Priming One Coat On Timber Or Plastered Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc 334 ( 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. 335 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 336 B ) On Steel Surfacei ) One Coat ( With Any Shade Except White 337 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. 338 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. 339 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 340 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. 341 I ) 300 Mm.Iron Hasp Bolt Of Approved Quality Fitted And Fixed Complete ( Oxidised ) With 16Mm Dia Rod With Centre Bolt And Round Fitting. 342 ( I ) 150 Mm X5.5 Mm .Iron Door Handle Of Approved Quality Fitted And Fixed Complete: 343 ( Ii ) 100 Mm X 5 Mm. 344 I ) Sal Siliguri.A ) With 75 Mm Iron Butt-Hingesupplying, Fitting And Fixing Hinge Cleat In Position Excluding The Cost Hinge And Other Fittings. 345 I ) Sal: Siliguri.B ) With 50 Mm Iron Butt-Hinge 346 Iron Butt Hinges Of Approved Quality Fitted And Fixed With Steel Screws, With Isi Mark.I ) 50 Mm. X 37Mm. X 1.50Mm 347 ( I ) 75Mm. X 40Mm. X 1.12Mm. 348 ( I ) 100Mm. X 50Mm. X 1.25Mm 349 Iron Socket Bolt Of Approved Quality Fitted And Fixed Complete.A ) 100Mm Long X 10Mm Dia Bolt. 350 B ) 150Mm Long X 10Mm Dia Bolt. 351 Chalmp For Fan Light Fitted & Fixed Complete 352 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 353 Supplying P.V.C. Water Storage Tank Of Approved Quality With Closed Top With Lid ( Black ) -Multilayer ( A ) 500 Litre Capacity. 354 Labour For Hoisting Plastic Water Storage Tank 355 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 356 ( Ii ) 15 Mm Dia. Medium Quality 357 Labour For Punching Hole In Plastic Water Storage Tank Upto 50 Mm Dia. 358 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. 359 Ii ) 20 Mm Dia. 360 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 361 Supply Of Upvc Pipes & Fittings Etc. Conforming To Is-13592-1992I ) Door Tee 110 Mm 362 Ii ) Vent Cowl 110 Mm 363 ( Ii ) Door Bend ( T.S. ) 110 Mm 364 Supply Of Upvc Pipes ( B Type ) & Fittings Conforming To Is-13592-1992A ) Single Socket 3 Meter Length. ( I ) 110 Mm . 365 Orissa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make In Position . ( I ) 530 Mm X 410 Mm. 366 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 . 367 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 368 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 ) 369 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 ] 370 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. 371 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor 372 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 373 Supplying Fitting Fixing Best Quality Digital Printed Ceramic Tiles In Colour Decorative In Wall 1& Ftloor To Match With.Complete. 374 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. 375 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. 376 Cement Concrete ( 1:3:6 ) With 30 Mm Down Graded Excluding Shuttering.A ) 6:3:1 Proportion. 377 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. 378 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 379 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, 380 B ) ) 25 Mm To 30 Mm Thick Wooden Shutter As Per Decision & Direction Of Engineer-In-Charge. 381 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. 382 With Cement Mortar ( 6:1. ) .20 Mm Thick Plaster. 383 With Cement Mortar ( 4:1 ) 10 Mm Thick. 384 Neat Cement Punning About 1.5Mm Thick In Wall , Dado , Window, Sills Floor Drain Etc, 385 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 . 386 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 ) 387 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 388 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 389 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. 390 125 Mm Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) With1st Class Brick In All Floor. 391 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 392 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 393 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. 394 Singlebrickflatsolingofpicked Jhamabricksincludingramming&Dressingbedtoproperlevel& Fillingjointswithpowderedearthorlocalsandincludingcostof Sand Etc Complete As Per Direction & Specification. 395 Cement Concrete With 30 Mm Down Graded Shinglesexcluding Shuttering ( N.B. Variety ) . In Ground Floora ) 6:3:1 Proportion. 396 Ordinarycementconcrete ( Mix1:1.5:3 ) Withgradedstonechips ( 20Mmnominalsize ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. ( I ) River Bazree 397 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. 398 B ) 25 Mmto30 Mmthick Wooden Shuttering Asper Decision& Ddirectionofthee.I.C. In Foundation. 399 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 400 Brick Work With 1St Class Bricks In Cement Mortar ( 1:6 ) ( A ) In Foundation And Plinth 401 ( B ) In Superstructure, Ground Floor 402 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 403 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 404 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 405 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 406 ( B ) 15 Mm Thick Plaster 407 ( Ii ) With 1:4 Cement Mortar ( A ) 10 Mm Thick Plaster 408 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc. 409 Applyingdecorativecementbasedpaintofapprovedqualityafterpreparingthesurface Includingscrapingthesamethoroughly ( Plasteredorconcretesurface ) Asper ManufacturerS Specification.A ) In Ground Floor: ( I ) Two Coats. 410 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 411 ( A ) Primingonecoatontimberorplasteredsurfacewithsyntheticoilboundprimerof Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 412 ( B ) Primingonecoatonsteelorothermetalsurfacewithsyntheticoilboundprimerof Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 413 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 ) 414 ( B ) On Steel Surface : With Super Gloss ( Hi-Gloss ) -I ) One Coat ( With Any Shade Except White ) 415 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. 416 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. 417 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 418 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. 419 Iron Hasp Bolt Of Approved Quality Fitted And Fixed Complete ( Oxidised ) With 16Mm Dia Rod With Centre Bolt And Round Fitting.I ) 300 Mm 420 Iron Door Handle Of Approved Quality Fitted And Fixed Complete: ( I ) 150Mm X 5.5Mm. 421 ( Ii ) 100Mm X 5Mm. 422 Supplying, Fittingandfixinghingecleatinpositionexcludingthecosthingeandother Fiffitngs.A ) With 75Mm Iron Butt-Hingei ) Sal : Siliguri. 423 B ) With 50Mm Iron Butt-Hingei ) Sal : Siliguri. 424 Iron Butt Hinges Of Approved Quality Fitted And Fixed With Steel Screws, With Isi Mark. ( I ) 50Mm. X 37Mm. X 1.50Mm. 425 ( Ii ) 75Mm. X 40Mm. X 1.12Mm. 426 ( Iii ) 100Mm. X 50Mm. X 1.25Mm. 427 Iron Socket Bolt Of Approved Quality Fitted And Fixed Complete. ( A ) 100Mm Long X 10Mm Dia Bolt. 428 ( B ) 150Mm Long X 10Mm Dia Bolt. 429 Cord For Fan Light Fitted & Fixed Complete. 430 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 431 Supplyingp.V.C.Waterstoragetankofapproved Qualitywithclosed Topwith Lid ( Black ) - Multilayer ( A ) 500 Litre Capacity 432 Labour For Hoisting Plastic Water Storage Tank. ( I ) Upto 1500 Litre Capacity. ( A ) Upto 1St Story From G.L. 433 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. 434 ( Ii ) 15 Mm Dia. Medium Quality 435 Labour For Punching Hole In Plastic Water Storage Tank Upto 50 Mm Dia. 436 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. 437 ( Ii ) 20 Mm Dia. 438 Supplying, Fittingand Fixing Alloyironwithbrassspindlebib Cock / Stopcockofapproved Brand And Make, Spray Painted And Tested To 21 Kg Per Sq. Cm. ( I ) 15 Mm Dia. 439 Supply Of Upvc Pipes & Fittings Conforming To Is-13592-1992 ( I ) Door Tee , A ) 110 Mm 440 ( Ii ) Vent Cowl , A ) 110 Mm 441 ( Iii ) Door Bend ( T.S. ) , A ) 110 Mm 442 Supply Of Upvc Pipes ( B Type ) & Fittings Conforming To Is-13592-1992 ( A ) ( I ) Single Socketed 3 Meter Lengtha ) 110 Mm 443 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 444 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 445 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 446 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 ) 447 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 ) 448 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 ) 449 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor. 450 16 Mm Dia. 1Mtr Long Fan Hook 451 Supplying Fitting Fixing Best Quality Digital Printed Ceramic Tiles In Colour Decorative In Wall 1& Ftloor To Match With.Complete. 452 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 453 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. 454 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. 455 ( Ii ) Cement Concrete With 30 Mm Down Graded Shingles Excluding Shuttering. N.B. Variety ( 1:3:6 ) 456 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 457 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 458 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 459 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 460 B ) ) 25 Mm To 30 Mm Thick Wooden Shutter As Per Decision & Direction Of Engineer-In-Charge. 461 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor. 462 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 463 ( Ii ) With 1:6 Cement Mortar ( B ) 15 Mm Thick Plaster 464 ( 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. 465 Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sill, Floor Etc. 466 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 . 467 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 ) 468 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 469 Fhtc Z1providing 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 470 Fhtc Z 2Providing 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 471 250 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. 472 A ) Depth Of Excavation Not Exceeding 1.500 Mm. 473 B ) Depth Of Excavation For Additional Depth Beyond 1500 Mm And Upto 3000 Mm But Not Requiring Shoring. 474 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. 475 A ) With Earth Obtained From Excavation Of Foundation. 476 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. 477 Cement Concrete With 30 Mm Down Graded Shinglesexcluding Shuttering ( Pakur Variety ) . In Ground Floor 478 A ) 4:2:1 Proportion. 479 Controlled Cement Concrete Grade M-30 Mix With Well Graded Stone Chips ( 20 Mm Grade Pakur ) 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. 480 A ) From 16To 20 Mtr 481 A ) From 20 And Above 482 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. Pakur Variety ( Stone Metal ) 483 A ) From 0To 4 Mtr 484 A ) From 4To 8 Mtr 485 A ) From 8To 12 Mtr 486 A ) From 12To 16 Mtr 487 A ) From 16To 20 Mtr 488 A ) From 20 And Above 489 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 ) . 490 A ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Ddirection Of The E.I.C. In Foundation. ( Up To G.L ) 491 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 492 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. 493 ( A ) From Bottom Of Heal Beam To Top Of O.H.R. 494 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. ] 495 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. 496 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 497 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 498 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 499 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 500 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 501 Extra For Using Water Proofing And Plastisizing Admixer 0.2% By Weight Of Cement ( Or At Manufacturer Specified Rate ) For Concrete Of Various Grades. 502 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 ) 503 I ) From Heal Beam To Top Of O.H.R 504 Ii ) From Bottom Of Heal Beam To Top Of O.H.R. 505 ( B ) With 3:1 Cement Mortar ( A ) 10 Mm Thick Plaster ( External ) I ) From G.L To Bottom Of Heal Beam. 506 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc. 507 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 508 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 509 A ) From 0To 4 Mtr 510 A ) From 4To 8 Mtr 511 A ) From 8To 12 Mtr 512 A ) From 12To 16 Mtr 513 A ) From 16To 20 Mtr 514 A ) From 20 And Above 515 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. 516 A ) From 0To 4 Mtr 517 A ) From 4To 8 Mtr 518 A ) From 8To 12 Mtr 519 A ) From 12To 16 Mtr 520 A ) From 16To 20 Mtr 521 A ) From 20 And Above 522 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. 523 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 ) 524 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. 525 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. 526 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. 527 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 528 Supplying Fitting And Fixing In Position C.I. ( Manhole / Pit Cover With Matching Frame ) . 450 Mm X 100 Mm X 50 Kg ( Approx. ) 529 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. 530 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 ) 531 ( B ) On Steel Or Other Metal Surface : With Super Gloss ( Hi-Gloss ) I ) Two Coats ( With Any Shade Except White ) 532 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 ) . 533 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 ) 534 ( B ) 250 Mm Dia. ( Gear Operated ) 535 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. 536 C ) 250 Mm Dia. 537 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. 538 C ) 250 Mm Dia. 539 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. 540 C ) 250 Mm Dia. 541 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. 542 ( B ) For 150 Mm Dia. Sluice Valve. 543 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. 544 Disinfection & Washing The Tank And Pipe Connections Including Cleaning The Inside Of The Tank Etc. Complete. 545 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. 546 C ) 250 Mm Dia. 547 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. 548 ( Ii ) 250 Mm Dia. @ 0.405 Kg. Bleaching Powder / M Length Of Pipe. 549 Z1supplying 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 ) 550 B ) 110 Mm ( Od ) 551 C ) 125Mm ( Od ) 552 D ) 140 Mm ( Od ) 553 E ) 160 Mm ( Od ) 554 E ) 180 Mm ( Od ) 555 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 ) 556 B ) 110 Mm ( Od ) 557 C ) 125Mm ( Od ) 558 D ) 140 Mm ( Od ) 559 E ) 160 Mm ( Od ) 560 E ) 180 Mm ( Od ) 561 A ) For Ci / Di Pipeb ) 150 Mm Dia 562 C ) 200 Mm Dia 563 E ) 300 Mm Dia 564 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 ) 565 B ) 110 Mm ( Od ) 566 C ) 125Mm ( Od ) 567 D ) 140 Mm ( Od ) 568 E ) 160 Mm ( Od ) 569 E ) 180 Mm ( Od ) 570 A ) For Ci / Di Pipeb ) 150 Mm Dia 571 C ) 200 Mm Dia 572 E ) 300 Mm Dia 573 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. 574 C ) 200 Mm Dia. 575 E ) 300 Mm Dia. 576 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. 577 C ) 200 Mm Dia. 578 E ) 250 Mm Dia. 579 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 580 I ) 200 Mm Dia Pipe 581 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. 582 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 ) 583 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 584 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. 585 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 586 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. 587 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 588 200 Mm Dia 589 Z - 2Supplying 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 ) 590 B ) 110 Mm ( Od ) 591 C ) 125Mm ( Od ) 592 D ) 140 Mm ( Od ) 593 E ) 160 Mm ( Od ) 594 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 ) 595 B ) 110 Mm ( Od ) 596 C ) 125Mm ( Od ) 597 D ) 140 Mm ( Od ) 598 E ) 160 Mm ( Od ) 599 A ) For Ci / Di Pipeb ) 150 Mm Dia 600 C ) 200 Mm Dia 601 E ) 300 Mm Dia 602 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 ) 603 B ) 110 Mm ( Od ) 604 C ) 125Mm ( Od ) 605 D ) 140 Mm ( Od ) 606 E ) 160 Mm ( Od ) 607 A ) For Ci / Di Pipeb ) 150 Mm Dia 608 C ) 200 Mm Dia 609 E ) 300 Mm Dia 610 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. 611 C ) 200 Mm Dia. 612 E ) 300 Mm Dia. 613 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. 614 C ) 200 Mm Dia. 615 E ) 250 Mm Dia. 616 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 617 I ) 200 Mm Dia Pipe 618 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. 619 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 ) 620 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 621 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. 622 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 623 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. 624 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
