Tender For Kanpur Sewerage Scheme In Sewerage District 2 Part D Under Amrut 2 0 Programme- 1 Cutting / Dismentaling / Taking Out Of Bitumen Road , Stacking Properly Old Serviceable Materials And Disposal Of Unserviceable Materials As Per Direction Of Engineer In Charge.Cement Concrete Road 2 Bituminuos Road 3 Interlocking Road ( Taking Out And Stacking ) 4 Excavation For Following Depth Below Ground Level For Laying Of Sewer Lines, Gully Pits, Etc. In Ordinary Soil ( Earth, Sand, Loam, Clay ) Including Cutting Of Joint Pits, Ramming, Dressing, Leveling & Refilling Of Trenches In 20 Cm Layers Including Watering And Ramming The Same With Removal Of Surplus Earth & Other Dismantled Material From The Sides Of Trenchesincluding Providing And Erecting 2.00 Metre High Temporary Barricading At Siteon Both Sides Of Trenches; Each Panel Of Size 2.50Mx2.00M Made Of 40X40x6mm Angle Iron Or 50X50x3mm Hollow Mstube Posts / Horizontal Members / Bracings Covered With 1.63Mm Thick Ms Sheet.The Sheet Shall Be Fixed With 30X5mm Ms Flat By Suitable Welding / Riveting Including Caution Board , Traffic Diversion Including Disposal Upto 8Kmas Per Direction Of Engineer-In-Charge0 To 1.5 M B.G.L. 5 1.5 To 3.0 M B.G.L. 6 3.0 To 4.5 M B.G.L. 7 4.5 To 6.0 M B.G.L. 8 6.0 To 7.5 M B.G.L. 9 7.5 To 9.0 M B.G.L. 10 Earthwork In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches / Draans ( Not Exceeding 1.5 M Width Or 10Sqm On Plan ) Excavated Soil And Disposal Of Surplus Excavated Soil Excavated Soil As Directed , Within A Lead Of 50M Including Dressing Of Sides And Jamming Of Bottom Lift Up To 1.5M. 11 Provide And Fix Open ( 0-3.0M ) And Close ( 3.0M -10.50M ) Timbering In Trenches For The Different Depth Below G.L. Consisting Of 40 Mm Thick Approvedapproved Country Wood Plank For Polling Board, 125X125 Mm Form Indian Sal Woodand 100 Mm Dia Ballies For Struts @ 1.5 M C / C Including Removal After Laying Of Sewer, Both Side Of Trenches Will Be Taken As One Side For The Purpose Of Payment, Area Equal To Length X Depth Of Trenches.1.5 To 3.0 M B.G.L. 12 3.0 To 4.5 M B.G.L. 13 4.5 To 6.0 M B.G.L. 14 6.0 To 7.5 M B.G.L. 15 7.5 To 9.0 M B.G.L. 16 9.0 To 10.5 M B.G.L. 17 Providing Slide Rail Ms Shoring Boxinluding Top Plate, Base Plate Slide Rail Rolling Struds Loking Pin, Protection Pins 3.0 - 9.0M Deep Inluding Labour Material Complete Neccesary For Completion Of Work 18 Providing And Conveying To Site A.C. Mazzaclass 1Pipes And Diameter As Per Is: 6908 -1991 ( Amended Up To Date ) Including All Taxes ( Central And Local ) For Sewer Lines , Includinglabour Required, Transportation, Loading, Unloading & Stacking Etc. ( Excluding Cost Of Laying, Jointing, Testing And Commissioning ) .The Pipe Shall Be Isi Marked. A ) 200 Mm Dia 19 B ) 250 Mm Dia 20 Supply And Carting To Site Rcc Np3 Pipe ( With S / S Ends ) With Epoxy Coating As Per Is 458-2003, ( Amended Up To Date Including All Taxes ( Central And Local ) ) With Rubber Gaskets ( Epdm / Sbr ) As Per Is 5382-1985 Or ( Amended Up To Date ) , Including, Tranportation, Labour Required, Transportation, Loading, Unloading And Stacking Etc ( Excluding Cost Of Laying, Jointing, Testing And Commissioning ) The Pipe Shall Be Isi Marked A ) 250 Mm Dia 21 B ) 300Mm Dia 22 C ) 350Mm Dia 23 D ) 400Mm Dia 24 E ) 450Mm Dia 25 F ) 500Mm Dia 26 G ) 600Mm Dia 27 H ) 700Mm Dia 28 I ) 800Mm Dia 29 J ) 900Mm Dia 30 K ) 1000Mm Dia 31 L ) 1200Mm Dia 32 M ) 1400Mm Dia 33 N ) 1600Mm Dia 34 O ) 1800Mm Dia 35 Carting Lying And Jointing Of Ac Mazza Pipes Class 1And Specialsto The Site Of Work, Lowering The Same Into Trenches In Following Depth Below Ground Level True To Alignment, Caulking The Joint With Necessary Spun Yarnsbitumen Soaked And Jointing With 1 : 2 Cement Mortar In Coarse Sand Including Excavations Of Earth Below Invert Level Of Pipe, Including Cost Of Jointing Materials, Hydraulic Testing Etc. But Excluding Refilling Of Trenches From Ground Level To The Invert Level Of Pipe. Including Providing And Erecting 2.00 Metre High Temporary Barricading At Site On Both Sides Of Trenches; Each Panel Of Size 2.50Mx2.00M Made Of 40X40x6mm Angle Iron Or 50X50x3mm Hollow Mstube Posts / Horizontal Members / Bracings Covered With 1.63Mm Thick Ms Sheet.The Sheet Shall Be Fixed With 30X5mm Ms Flat By Suitable Welding / Riveting Including Caution Board , Traffic Diversion As Per Direction Of Engineer-In-Charge200 Mm Dia0 To 1.5 M B.G.L. 36 B ) 1.5 To 3.0 M B.G.L. 37 Ii ) 250 Mm Dia0.0 To 1.50 M B.G.L. 38 1.5 To 3.0 M B.G.L. 39 Carting Lying And Jointing Of Rcc Np3pipes And Specialsto The Site Of Work, Lowering The Same Into Trenches In Following Depth Below Ground Level True To Alignment, Caulking The Joint With Necessary Spun Yarnsbitumen Soaked And Jointing With 1 : 2 Cement Mortar In Coarse Sand Including Excavations Of Earth Below Invert Level Of Pipe, Including Cost Of Jointing Materials, Hydraulic Testing Etc. But Excluding Refilling Of Trenches From Ground Level To The Invert Level Of Pipe Including Providing And Erecting 2.00 Metre High Temporary Barricading At Site On Both Sides Of Trenches; Each Panel Of Size 2.50Mx2.00M Made Of 40X40x6mm Angle Iron Or 50X50x3mm Hollow Mstube Posts / Horizontal Members / Bracings Covered With 1.63Mm Thick Ms Sheet.The Sheet Shall Be Fixed With 30X5mm Ms Flat By Suitable Welding / Riveting Including Caution Board , Traffic Diversion As Per Direction Of Engineer-In-Charge250 Mm Dia3.0 To 4.5 M B.G.L. 40 4.5 To 6.0 M B.G.L. 41 6.0 To 7.5 M B.G.L. 42 300 Mm Dia0 To 1.5 M B.G.L. 43 1.5 To 3.0 M B.G.L. 44 3.0 To 4.5 M B.G.L. 45 4.5 To 6.0 M B.G.L. 46 6.0 To 7.5 M B.G.L. 47 350Mm Dia3.0 To 4.5 M B.G.L. 48 4.5 To 6.0 M B.G.L. 49 400 Mm Dia3.0 To 4.5 M B.G.L. 50 4.5 To 6.0 M B.G.L. 51 6.0 To 7.5 M B.G.L. 52 7.5 To 9.0 M B.G.L. 53 450 Mm Dia1.5 To 3.0 M B.G.L. 54 7.5 To 9.0 M B.G.L. 55 500 Mm Dia0 To 1.5 M B.G.L. 56 1.5 To 3.0 M B.G.L. 57 3.0 To 4.5 M B.G.L. 58 4.5 To 6.0 M B.G.L. 59 6.0 To 7.5 M B.G.L. 60 9.0 To 10.5 M B.G.L. 61 600 Mm Dia3.0 To 4.5 M B.G.L. 62 4.5 To 6.0 M B.G.L. 63 6.0 To 7.5 M B.G.L. 64 7.5 To 9.0 M B.G.L. 65 9.0 To 10.5 M B.G.L. 66 700 Mm Dia1.5 To 3.0 M B.G.L. 67 6.0 To 7.5 M B.G.L. 68 7.5 To 9.0 M B.G.L. 69 9.0 To 10.5 M B.G.L. 70 800 Mm Dia3.0 To 4.5 M B.G.L. 71 4.5 To 6.0 M B.G.L. 72 6.0 To 7.5 M B.G.L. 73 7.5 To 9.0 M B.G.L. 74 9.0 To 10.5 Bgl 75 900Mm Dia7.5M To 9.0 Bgl 76 1000Mm Dia3.0M To 4, 5M Bgl 77 1200Mm Dia1.5 -3.0 Bgl 78 1400Mm Dia3.0 To 4.5 Bgl 79 1600Mm Dia3.0 To 4.5 M B.G.L. 80 4.5 To 6.0 M B.G.L. 81 6.0 To 7.5 M B.G.L. 82 1800Mdia3.0 To 4.5M Bgl 83 4.5 To 6.0Mbgl 84 6.0 To 7.5 M Bgl 85 Supply Andlocal Sandbedding In Trenches From A Distance Not Exceeding 10Km. From The Site Of Work And Including Watering, Dressing, Etc. Rate To Include The Cost Of All Materials, Labour, T&P Etc. Required For Proper Completion Of Work.0 To 3.0 M B.G.L. 86 Cement Concretein Bedding With 40 Mm Gauge Approved Stone Ballast, Coarse Sand And Cement In The Proportion Of 4:2:1 Including Supply Of All Materials, Labour, T&P Etc. Required For Proper Completion Of The Work.3.0 To 4.5 M B.G.L. 87 4.5 To 6.0 M B.G.L. 88 6.0 To 7.5 M B.G.L. 89 7.5 To 9.0 M B.G.L. 90 9.0 To 10.5M Bgl 91 Supply Of All Materials , Labour, And T&Pand Constructingmasonry Circular Manhole With Concentric Coneat Bottom Top Circular Brick Masonaryin Cm ( 1;4 ) With Sulphate Resistant Cement With 20 Mm Thick Smooth Plaster On Both Sides In Cm 1:4 With Sulphate Resistant Cement Including Foundation Concrete 250 Mm Thick And Haunches And Channels In C.C. 1:2:4 Proportion, Finishing Channels In Smooth Rendering, Providing C.I. Type Steps, 1:2:4 Coping And Providing And Fixing Approved Make And Quality S.F.R.C. Frame As Is 12592And Cover Of 56 Cm Dia. Etc. With Prrovision For Placing And Removing Mild Steel Shoring Box Whereever Required Upto Depth 4.95 And 9M Respectively Complete As Directed By Engineer-Incharge As Per Clause 3.22 / 3.24Manholes Of Following Sizes As Per Type Design And Drawing 900 M.M.Dia. X1650mm Depths 92 1200 M.M.Dia. X2300mm Depths 93 1500 M.M.Dia. X4950mm Depths 94 1500 M.M.Dia. X9000mm Depths 95 Addition Or Substraction Due To Variation In Shaft For Following Sizes Of Manholes.Shaft For900 M.M.Dia. X1650m.M 96 Shaft For1200 M.M Dia.X 2300M.M 97 Shaft For1500 M.M. Dia X 5000 M.M. 98 Shaft For1500 M.M Dia. X 9000 M.M. 99 Construction Of Brick Masonry / Rcc Precast House Connecting Chamber ( 0.6Mx0.6Mx0.75M ) For Multiple Property Connection Chamber Of Size 0.30 M X 0.3 M X 0.45 M ) With Sfrc Frame And Cover As Per Is 12592 ( Part I And Ii ) And Connection To The Two Nos Of Houses With 120 Mm Dwc ( Pe-80 / Pn-10 ) ( 3 M Long ) And Connection To Sewer Manhole With 150 Mm Ac Maza Pipes ( 8 M Log ) Including All Excavation, Refilling, Providing And Laying Of Pipes, Construction Of Brick Chamber Including Reistatement And Dismantlingof Roads ( As Per Unit Estimate ) With Specification As Per Item No 9 Anditem No 1 Respectively Etc. All Complete With Upvc Specials As Per The Direction Of Engineer Incharge.For One House Connecting Chamber Is Considered Between Two Property Connection Chamber.On Roadscement Concrete 100 Bituminous Roads 101 Interlocking 102 For One House Connecting Chamber Is Considered For One Property Connection Chamber.Cement Concrete 103 Bituminous Roads 104 Interlocking 105 For One Propertyconnecting Chamber Which Will Be Direct Connected To Manhole Where It Is Not Possible To Construct Sewer Connecting Chambercement Concrete 106 Bituminous Roads 107 Interlocking 108 Disilting Of Sewer Lines Through Jetting And Suction Machine Including Cleaning, Barricading Reconstruction Of Manholes For Suction Isolation By Plugging And Flow Stopage Setting Up The Over Pumping Arrangement Traffic Management Jetting And Disloging Of Accumalated Silt From The Pipelines Removal Of Silt From Suction Hoes, Dispoasal Of Removed Silt Upto A Distance Of 20Km, Neccasary Temporary Repairs Of Sewers To Stop Locatinal Collapses, Ingress Of Ground Water In Disilted Section Of The Pipelines All Complete As Per Direction Of Engineer-In-Charge In The Line With Specification Prescribed In Ind Stt201-2018 And Code Of Pratice And Cctv Pipeline Conditional Assessment Evaluating Pipeline Condition Through Inline Closed Circuit Television Survey To Asssess The Internal Condition And Material Of The Buried Pipelines Including Accurate Measurement Of The Length & Diameter / Cross Section Invert Level And Other Physical Attributes Of Buried Pipelines, Identification Of All Defects Joints And Connections, Measurement And Recording Of Thier Location / Psition Sizes & Condition Of Such Pipelines Including Postion Of Survey Report And Records Of The Condition, Both Through Video Recording As Well As A Report On The Structural Condition Of The Pilelines As Direction Of Engineer -In-Charge.200Mm Dia 109 250Mm Dia 110 300Mm Dia 111 1100Mm Dia 112 1200Mm Dia 113 1400Mm Dia 114 2000Mm Dia 115 Providing And Supplying In Standard Lengths High Density Polyethelene Pipes, Confirming To Is 4984 / 14151 / 12786 / 13488 With Nesessary Jointing Material Like Mechanical Connector I. E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joint Including Transportation And Freight Charges, Inspection Charges, Loading / Unloading Charges, Conveyance To The Site &Stacking The Same In Closed Shade Duly Protecting From Sunrays & Rains, N All Respect Etc. Complete200mm Dia 116 250Mm Dia 117 300Mm Dia 118 Supply Of Ms Pipe Painted With Cement Motar Lining Inside And Epoxy Coating Outside Both Side With 18Mm Thicknessincluding Labour Material As Per Is 3589 & Is 5822 Completel For Proper Completion Of Work.350Mm Dia 119 400Mm Dia 120 450Mm Dia 121 500Mm Dia 122 600Mm Dia 123 700Mm Dia 124 800Mm Dia 125 900Mm Dia 126 1000Mm Dia 127 1200Mm Dia 128 1400Mm Dia 129 1600Mm Dia 130 1800Mm Carrier ( For Nh Crossing ) 131 2000Mm Casing ( For Nh Crossing ) 132 Installation Of Hdpe / Ms Product Pipe By Hdd Method For On Grade Gravity Sewer Including Preparing And Setting Up The Plant And Equipment, Preparing New Pipe Work Material, Making Entry Pit Upto Depth 3 Meter Depth, Installing New Pipe Work And Commissioning System Or Making The System Ready For Commisioing By Hdd Operation Including, All Related Civil And Mechanical Works Like Excavation, Shoring / Strutting Etc Drilling Stringing Rearning And Pulling Back The New Pipe Work On The Designed Bore Path Alignment, Proper Disposal Of Drillingg Fluid And Back Fill Of Site After Completion All Inclusive As Per Ind Stt:101-2018 Code Of Practice For Horizontal Directional Drilling Technique Suiting Indian Conditions200mm Dia 133 250Mm Dia 134 300Mm Dia 135 350Mm Dia 136 400Mm Dia 137 450Mm Dia 138 500Mm Dia 139 600Mm Dia 140 700Mm Dia 141 800Mm Dia 142 Installation Of Product Pipe By Manual Pipe Jacking Method Including Making Of Entry And Exit Pits Upto 3 Mtr Depth All Related Civil Works Like Excavation, Shoring / Strutting Etc Manual Shielded Excavation, Lowering Of Pipe Segments In The Jacking Pit, Laying And Jointing Of The Product Pipeline Through Jacking Process From The Jacking Pit After Project Completion As Per The Instructions Of The Engineer-In-Charge All Complete Except The Cost Of The Pipe.900Mm 143 1000Mm 144 1200Mm 145 1400Mm 146 1600Mm 147 2000Mm Casing 148 Permanent Reinstatement Of Road Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of Works.Pwd Roadsbituminuos Road 149 Nagar Nigam Roadsroad Reinstatement Of Cement Concrete Roadwith Pcc In Ratio Of 1:4:8 ( Cement, Coarse Sand, Stone Ballast ) 75 Mm Thick And Cc 150Mm Thick In Ratio Of 1:1.5:3 ( Cement, Coarse Sand, Stone Ballast ) Including Supply Of Allmaterial Labour Etc Complete ( Cement Concrete ) ( As Per Unit Estimate ) . 150 Road Re-Instatement By Construction Of Granular Subbase Grade 1 ( 150Mm Thick ) , Granular Subbase Grade 2 ( 150M Thick ) , Tack Coat, Prime Coat, Bitumen Penetration Macadam 50Mm Thick Semi- Dense Bituminous Concrete 25Mmincluding Supply Of Labour Material Etc Complete ( Bituminuos Road ) ( As Per Unit Estimate ) 151 Reinstatement Of Interlocking Paver Block ( 80Mm ) Road Withsand Cushion 500Mm Thick ( Tiles 60% New 40 % Old ) Including Supply Of Labour Material Etc Complete Interlockingroad ( 60% New 40% Old ) ( As Per Unit Estimate ) 152 ( A ) Ravidaspuram Sewage Pumping Stationsurvey, Investigation, Preparation Of Drawing, Design And Submission Of Approved Drawing Andconstruction Of Wet Well / Sump Well In Rcc M30having Average Capacity 8.22 Mld Ravidaspuram Including Consturction Of Mep Building And Other Related Works Required For Completion Of Pumping Station. 153 Survey, Investigation, Preparation Of Drawing, Design And Submission Of Approved Drawing Andconstruction Of Screen Chamber, Inlet Chamber In Rcc M30and Other Related Works Required For Completion Of Pumping Station. 154 Laying Of Rising Mainexcavation For Following Depth Below Ground Level For Laying Of Sewer Lines, Gully Pits, Etc. In Ordinary Soil ( Earth, Sand, Loam, Clay ) Including Cutting Of Joint Pits, Ramming, Dressing, Leveling & Refilling Of Trenches In 20 Cm Layers Including Watering And Ramming The Same With Removal Of Surplus Earth & Other Dismantled Material From The Sides Of Trenchesincluding Providing And Erecting 2.00 Metre High Temporary Barricading At Siteon Both Sides Of Trenches; Each Panel Of Size 2.50Mx2.00M Made Of 40X40x6mm Angle Iron Or 50X50x3mm Hollow Mstube Posts / Horizontal Members / Bracings Covered With 1.63Mm Thick Ms Sheet.The Sheet Shall Be Fixed With 30X5mm Ms Flat By Suitable Welding / Riveting Including Caution Board , Traffic Diversion Including Disposal Upto 8Kmas Per Direction Of Engineer-In-Charge0 To 1.5 M B.G.L. 155 Supplyand Laying Of 450Mm Dia. Di K-9Pipe And Specialssuitable For Destination Including All Taxes.Including Providing And Erecting 2.00 Metre High Temporary Barricading At Site; Each Panel Of Size 2.50Mx2.00M Made Of 40X40x6mm Angle Iron Or 50X50x3mm Hollow Mstube Posts / Horizontal Members / Bracings Covered With 1.63Mm Thick Ms Sheet. The Sheet Shall Be Fixed With 30X5mm Ms Flat By Suitable Welding / Riveting Including Construction Of Thrust Blocks And Supply Cartingand Fixing Air Valve , Caution Board , Traffic Diversion As Per Direction Of Engineer-In-Charge 156 Construction Of Thrust Blocks Of Size 1.8M X 1.8M X 1.8M ) As Per Direction Of Engineer In Charge. 157 Supply & Fitting Of Air Valves Of Size 25Mm. ) As Per Direction Of Engineer In Charge. 158 Dismantling Of Bitumin Roads Disposal Of Unserviceable Materials Within 50M From The Site Of Work As Directed By The Engineer In Charge Including Its Temp Reinstatement By Hand Ramming To Make Walkable. 159 Reinstatement Ofdismantle Bituminous Roads As Per Pwd Nh Specificationsand New Short Fallen Materials For Proper Finishing Of Surface Including Supply Of Materials, Labour And T&P Etc. Required For Proper Completion Of Work As Per Direction Of Engineer In Charge. 160 Size Of D.G. Plateformsize Of Transformer Plateformconstruction Of Dg & Transformer Platform In Base Concrete 1:4:8 And Rcc 1:1.5:3. Provision Of Tubler Trusses Having Gi Roofing Including Labour, Material Etc Complete. 161 ( Meter, Ht & Lt Panel Room ) Construction Cost Of Lt Panel Room Building ( 6.0M X 5.0M ) As Per Direction Of Engineer In Charge. 162 Construction Cost Of Meter And Ht Panel Room Building ( 5.5M X 8.0M ) As Per Direction Of Engineer In Charge. 163 Construction Of Staff Quarter Having Areas 50Sqmas Per Direction Of Engineer In Charge. 164 Construction Of Boundarywall Having Length Of 120M Inbrick Masonry In Cm ( 1:4 ) , Plaster In Cm ( 1:4 ) Boundary Wall 23 Cm Thick And 1.50 M. Height, M.S. Gate 3.6 M Wide With 1.2 M Wide Wicket Gate As Per Type Design And Drawing. 165 Construction Of Cement Concrete Road Of 3.6 M Width In 1:1.5:3 ( M20 ) Having Thickness 300Mmincluding Material Labour T&P Etc Complete 166 Laying Of 80Mm Thick C.C. Pre Rubber Moulded Inter Locking Paver Tiles With 10Mm Thick Bedding Of Fine Sand And Brick Ballast In Ratio 1:4 Including All Labour, T&P Etc. Required For Proper Completion Of Work. 167 ( B ) Gujjaini Sewage Pumping Stationsurvey, Investigation, Preparation Of Drawing, Design And Submission Of Approved Drawing Andconstruction Of Wet Well / Sump Well In Rcc M30having Average Capacity 6.39 Mld Gujjaini Including Consturction Of Mep Building And Other Related Works Required For Completion Of Pumping Station. 168 Survey, Investigation, Preparation Of Drawing, Design And Submission Of Approved Drawing Andconstruction Of Screen Chamber, Inlet Chamber In Rcc M30and Other Related Works Required For Completion Of Pumping Station. 169 Laying Of Rising Mainexcavation For Following Depth Below Ground Level For Laying Of Sewer Lines, Gully Pits, Etc. In Ordinary Soil ( Earth, Sand, Loam, Clay ) Including Cutting Of Joint Pits, Ramming, Dressing, Leveling & Refilling Of Trenches In 20 Cm Layers Including Watering And Ramming The Same With Removal Of Surplus Earth & Other Dismantled Material From The Sides Of Trenchesincluding Providing And Erecting 2.00 Metre High Temporary Barricading At Siteon Both Sides Of Trenches; Each Panel Of Size 2.50Mx2.00M Made Of 40X40x6mm Angle Iron Or 50X50x3mm Hollow Mstube Posts / Horizontal Members / Bracings Covered With 1.63Mm Thick Ms Sheet.The Sheet Shall Be Fixed With 30X5mm Ms Flat By Suitable Welding / Riveting Including Caution Board , Traffic Diversion Including Disposal Upto 8Kmas Per Direction Of Engineer-In-Charge 170 Supplyand Laying Of 450Mm Dia. Di K-9Pipe And Specialssuitable For Destination Including All Taxes.Including Providing And Erecting 2.00 Metre High Temporary Barricading At Site; Each Panel Of Size 2.50Mx2.00M Made Of 40X40x6mm Angle Iron Or 50X50x3mm Hollow Mstube Posts / Horizontal Members / Bracings Covered With 1.63Mm Thick Ms Sheet. The Sheet Shall Be Fixed With 30X5mm Ms Flat By Suitable Welding / Riveting Including Construction Of Thrust Blocks And Supply Cartingand Fixing Air Valve , Caution Board , Traffic Diversion As Per Direction Of Engineer-In-Charge 171 Construction Of Thrust Blocks Of Size 1.8M X 1.8M X 1.8M ) As Per Direction Of Engineer In Charge. 172 Supply & Fitting Of Air Valves Of Size 25Mm. ) As Per Direction Of Engineer In Charge. 173 Dismantling Of Bitumin Roads Disposal Of Unserviceable Materials Within 50M From The Site Of Work As Directed By The Engineer In Charge Including Its Temp Reinstatement By Hand Ramming To Make Walkable. 174 Reinstatement Ofdismantle Bituminous Roads As Per Pwd Nh Specificationsand New Short Fallen Materials For Proper Finishing Of Surface Including Supply Of Materials, Labour And T&P Etc. Required For Proper Completion Of Work As Per Direction Of Engineer In Charge. 175 Size Of D.G. Plateformsize Of Transformer Plateformconstruction Of Dg & Transformer Platform In Base Concrete 1:4:8 And Rcc 1:1.5:3. Provision Of Tubler Trusses Having Gi Roofing Including Labour, Material Etc Complete. 176 ( Meter, Ht & Lt Panel Room ) Construction Cost Of Lt Panel Room Building ( 6.0M X 5.0M ) As Per Direction Of Engineer In Charge. 177 Construction Cost Of Meter And Ht Panel Room Building ( 5.5M X 8.0M ) As Per Direction Of Engineer In Charge. 178 Construction Of Staff Quarter Having Areas 50Sqmas Per Direction Of Engineer In Charge. 179 Construction Of Boundarywall Having Length Of 30M Brick Masonry In Cm ( 1:4 ) , Plaster In Cm ( 1:4 ) Boundary Wall 23 Cm Thick And 1.50 M. Height, M.S. Gate 3.6 M Wide With 1.2 M Wide Wicket Gate As Per Type Design And Drawing. 180 Construction Of Cement Concrete Road Of 3.6 M Width In 1:1.5:3 ( M20 ) Having Thickness 300Mmincluding Material Labour T&P Etc Complete 181 ( C ) I Block Sewage Pumping Stationsurvey, Investigation, Preparation Of Drawing, Design And Submission Of Approved Drawing Andconstruction Of Wet Well / Sump Well In Rcc M30having Average Capacity 9.90 Mld Including Consturction Of Mep Building And Other Related Works Required For Completion Of Pumping Station. 182 Survey, Investigation, Preparation Of Drawing, Design And Submission Of Approved Drawing Andconstruction Of Screen Chamber, Inlet Chamber In Rcc M30and Other Related Works Required For Completion Of Pumping Station. 183 Laying Of Rising Mainexcavation For Following Depth Below Ground Level For Laying Of Sewer Lines, Gully Pits, Etc. In Ordinary Soil ( Earth, Sand, Loam, Clay ) Including Cutting Of Joint Pits, Ramming, Dressing, Leveling & Refilling Of Trenches In 20 Cm Layers Including Watering And Ramming The Same With Removal Of Surplus Earth & Other Dismantled Material From The Sides Of Trenchesincluding Providing And Erecting 2.00 Metre High Temporary Barricading At Siteon Both Sides Of Trenches; Each Panel Of Size 2.50Mx2.00M Made Of 40X40x6mm Angle Iron Or 50X50x3mm Hollow Mstube Posts / Horizontal Members / Bracings Covered With 1.63Mm Thick Ms Sheet.The Sheet Shall Be Fixed With 30X5mm Ms Flat By Suitable Welding / Riveting Including Caution Board , Traffic Diversion Including Disposal Upto 8Kmas Per Direction Of Engineer-In-Charge 184 Supplyand Laying Of 450Mm Dia. Di K-9Pipe And Specialssuitable For Destination Including All Taxes.Including Providing And Erecting 2.00 Metre High Temporary Barricading At Site; Each Panel Of Size 2.50Mx2.00M Made Of 40X40x6mm Angle Iron Or 50X50x3mm Hollow Mstube Posts / Horizontal Members / Bracings Covered With 1.63Mm Thick Ms Sheet. The Sheet Shall Be Fixed With 30X5mm Ms Flat By Suitable Welding / Riveting Including Construction Of Thrust Blocks And Supply Cartingand Fixing Air Valve , Caution Board , Traffic Diversion As Per Direction Of Engineer-In-Charge 185 Construction Of Thrust Blocks Of Size 1.8M X 1.8M X 1.8M ) As Per Direction Of Engineer In Charge. 186 Supply & Fitting Of Air Valves Of Size 25Mm. ) As Per Direction Of Engineer In Charge. 187 Dismantling Of Bitumin Roads Disposal Of Unserviceable Materials Within 50M From The Site Of Work As Directed By The Engineer In Charge Including Its Temp Reinstatement By Hand Ramming To Make Walkable. 188 Reinstatement Ofdismantle Bituminous Roads As Per Pwd Nh Specificationsand New Short Fallen Materials For Proper Finishing Of Surface Including Supply Of Materials, Labour And T&P Etc. Required For Proper Completion Of Work As Per Direction Of Engineer In Charge. 189 Size Of D.G. Plateformsize Of Transformer Plateformconstruction Of Dg & Transformer Platform In Base Concrete 1:4:8 And Rcc 1:1.5:3. Provision Of Tubler Trusses Having Gi Roofing Including Labour, Material Etc Complete. 190 ( Meter, Ht & Lt Panel Room ) Construction Cost Of Lt Panel Room Building ( 6.0M X 5.0M ) As Per Direction Of Engineer In Charge. 191 Construction Cost Of Meter And Ht Panel Room Building ( 5.5M X 8.0M ) As Per Direction Of Engineer In Charge. 192 Construction Of Staff Quarter Having Areas 50Sqmas Per Direction Of Engineer In Charge. 193 Construction Of Boundarywall Having Length 120M Brick Masonry In Cm ( 1:4 ) , Plaster In Cm ( 1:4 ) Boundary Wall 23 Cm Thick And 1.50 M. Height, M.S. Gate 3.6 M Wide With 1.2 M Wide Wicket Gate As Per Type Design And Drawing. 194 Construction Of Cement Concrete Road Of 3.6 M Width In 1:1.5:3 ( M20 ) Having Thickness 300Mmincluding Material Labour T&P Etc Complete 195 ( D ) Barra 4 Sewage Pumping Stationsurvey, Investigation, Preparation Of Drawing, Design And Submission Of Approved Drawing Andconstruction Of Wet Well / Sump Well In Rcc M30having Average Capacity 18.20 Mld Barra 4 Including Consturction Of Mep Building And Other Related Works Required For Completion Of Pumping Station. 196 Survey, Investigation, Preparation Of Drawing, Design And Submission Of Approved Drawing Andconstruction Of Screen Chamber, Inlet Chamber In Rcc M30and Other Related Works Required For Completion Of Pumping Station. 197 Laying Of Rising Mainexcavation For Following Depth Below Ground Level For Laying Of Sewer Lines, Gully Pits, Etc. In Ordinary Soil ( Earth, Sand, Loam, Clay ) Including Cutting Of Joint Pits, Ramming, Dressing, Leveling & Refilling Of Trenches In 20 Cm Layers Including Watering And Ramming The Same With Removal Of Surplus Earth & Other Dismantled Material From The Sides Of Trenchesincluding Providing And Erecting 2.00 Metre High Temporary Barricading At Siteon Both Sides Of Trenches; Each Panel Of Size 2.50Mx2.00M Made Of 40X40x6mm Angle Iron Or 50X50x3mm Hollow Mstube Posts / Horizontal Members / Bracings Covered With 1.63Mm Thick Ms Sheet.The Sheet Shall Be Fixed With 30X5mm Ms Flat By Suitable Welding / Riveting Including Caution Board , Traffic Diversion Including Disposal Upto 8Kmas Per Direction Of Engineer-In-Charge 198 Supplyand Laying Of 600 Mm Dia. Di K-9Pipe And Specialssuitable For Destination Including All Taxes.Including Providing And Erecting 2.00 Metre High Temporary Barricading At Site; Each Panel Of Size 2.50Mx2.00M Made Of 40X40x6mm Angle Iron Or 50X50x3mm Hollow Mstube Posts / Horizontal Members / Bracings Covered With 1.63Mm Thick Ms Sheet. The Sheet Shall Be Fixed With 30X5mm Ms Flat By Suitable Welding / Riveting Including Construction Of Thrust Blocks And Supply Cartingand Fixing Air Valve , Caution Board , Traffic Diversion As Per Direction Of Engineer-In-Charge 199 Construction Of Thrust Blocks Of Size 1.8M X 1.8M X 1.8M ) As Per Direction Of Engineer In Charge. 200 Supply & Fitting Of Air Valves Of Size 25Mm. ) As Per Direction Of Engineer In Charge. 201 Supply Of 600Mm Carrier And 700Mm Casing Ms Pipe 18Mm Thickness Painted With Epoxy Paint Both Side With Following Thickness For Crossing Of Nh And Installation Of Steel Product Pipe By Hdd Method Including Preparing And Setting Up The Plant And Equipment Preparing New Pipe Work And Commissioning Systemor Making The System Ready For Commissioning By Hdd Operation Including All Related Civil And Mechanical Works Like Excavation, Shoring / Strutting Etc Drilling Stringing, Reaming And Pulling Back The New Pipe Work On The Designed Bore Path Alignment, Proper Disposal Of Drlling Fluid And Back Fill Of Site After Completion All Inclusive As Per Ind Stt:101-2018 Code Of Practice For Horizontal Directional Drilling Technique Suting Indian Condtion 202 Dismantling Of Bitumin Roads Disposal Of Unserviceable Materials Within 50M From The Site Of Work As Directed By The Engineer In Charge Including Its Temp Reinstatement By Hand Ramming To Make Walkable. 203 Reinstatement Ofdismantle Bituminous Roads As Per Pwd Nh Specificationsand New Short Fallen Materials For Proper Finishing Of Surface Including Supply Of Materials, Labour And T&P Etc. Required For Proper Completion Of Work As Per Direction Of Engineer In Charge. 204 Size Of D.G. Plateformsize Of Transformer Plateformconstruction Of Dg & Transformer Platform In Base Concrete 1:4:8 And Rcc 1:1.5:3. Provision Of Tubler Trusses Having Gi Roofing Including Labour, Material Etc Complete. 205 ( Meter, Ht & Lt Panel Room ) Construction Cost Of Lt Panel Room Building ( 6.0M X 5.0M ) As Per Direction Of Engineer In Charge. 206 Construction Cost Of Meter And Ht Panel Room Building ( 5.5M X 8.0M ) As Per Direction Of Engineer In Charge. 207 Construction Of Staff Quarter Having Areas 50Sqmas Per Direction Of Engineer In Charge. 208 Renovation Of Existing Of Boundarywall Having Length 200M Brick Masonry In Cm ( 1:4 ) , Plaster In Cm ( 1:4 ) Boundary Wall 23 Cm Thick And 1.50 M. Height, M.S. Gate 3.6 M Wide With 1.2 M Wide Wicket Gate As Per Type Design And Drawing. 209 Construction Of Cement Concrete Road Of 3.6 M Width In 1:1.5:3 ( M20 ) Having Thickness 300Mmincluding Material Labour T&P Etc Complete 210 ( E ) Hemant Vihar Sewage Pumping Stationsurvey, Investigation, Preparation Of Drawing, Design And Submission Of Approved Drawing Andconstruction Of Wet Well / Sump Well In Rcc M30having Average Capacity 19.12 Mldhemant Viharincluding Consturction Of Mep Building And Other Related Works Required For Completion Of Pumping Station. 211 Survey, Investigation, Preparation Of Drawing, Design And Submission Of Approved Drawing Andconstruction Of Screen Chamber, Inlet Chamber In Rcc M30and Other Related Works Required For Completion Of Pumping Station. 212 Laying Of Rising Mainexcavation For Following Depth Below Ground Level For Laying Of Sewer Lines, Gully Pits, Etc. In Ordinary Soil ( Earth, Sand, Loam, Clay ) Including Cutting Of Joint Pits, Ramming, Dressing, Leveling & Refilling Of Trenches In 20 Cm Layers Including Watering And Ramming The Same With Removal Of Surplus Earth & Other Dismantled Material From The Sides Of Trenchesincluding Providing And Erecting 2.00 Metre High Temporary Barricading At Siteon Both Sides Of Trenches; Each Panel Of Size 2.50Mx2.00M Made Of 40X40x6mm Angle Iron Or 50X50x3mm Hollow Mstube Posts / Horizontal Members / Bracings Covered With 1.63Mm Thick Ms Sheet.The Sheet Shall Be Fixed With 30X5mm Ms Flat By Suitable Welding / Riveting Including Caution Board , Traffic Diversion Including Disposal Upto 8Kmas Per Direction Of Engineer-In-Charge 213 Supplyand Laying Of 600Mm Dia. Di K-9Pipe And Specialssuitable For Destination Including All Taxes.Including Providing And Erecting 2.00 Metre High Temporary Barricading At Site; Each Panel Of Size 2.50Mx2.00M Made Of 40X40x6mm Angle Iron Or 50X50x3mm Hollow Mstube Posts / Horizontal Members / Bracings Covered With 1.63Mm Thick Ms Sheet. The Sheet Shall Be Fixed With 30X5mm Ms Flat By Suitable Welding / Riveting Including Construction Of Thrust Blocks And Supply Cartingand Fixing Air Valve , Caution Board , Traffic Diversion As Per Direction Of Engineer-In-Charge 214 Construction Of Thrust Blocks Of Size 1.8M X 1.8M X 1.8M ) As Per Direction Of Engineer In Charge. 215 Supply & Fitting Of Air Valves Of Size 25Mm. ) As Per Direction Of Engineer In Charge. 216 Supply Of 500Mm Cariier 600Mm Casing Ms Pipe 18Mm Painted With Epoxy Paint Both Side With Following Thickness For Crossing Of Nh And Installation Of Steel Product Pipe By Hdd Method Including Preparing And Setting Up The Plant And Equipment Preparing New Pipe Work And Commissioning Systemor Making The System Ready For Commissioning By Hdd Operation Including All Related Civil And Mechanical Works Like Excavation, Shoring / Strutting Etc Drilling Stringing, Reaming And Pulling Back The New Pipe Work On The Designed Bore Path Alignment, Proper Disposal Of Drlling Fluid And Back Fill Of Site After Completion All Inclusive As Per Ind Stt:101-2018 Code Of Practice For Horizontal Directional Drilling Technique Suting Indian Condtion 217 Dismantling Of Bitumin Roads Disposal Of Unserviceable Materials Within 50M From The Site Of Work As Directed By The Engineer In Charge Including Its Temp Reinstatement By Hand Ramming To Make Walkable. 218 Reinstatement Ofdismantle Bituminous Roads As Per Pwd Nh Specificationsand New Short Fallen Materials For Proper Finishing Of Surface Including Supply Of Materials, Labour And T&P Etc. Required For Proper Completion Of Work As Per Direction Of Engineer In Charge. 219 Size Of D.G. Plateformsize Of Transformer Plateformconstruction Of Dg & Transformer Platform In Base Concrete 1:4:8 And Rcc 1:1.5:3. Provision Of Tubler Trusses Having Gi Roofing Including Labour, Material Etc Complete. 220 ( Meter, Ht & Lt Panel Room ) Construction Cost Of Lt Panel Room Building ( 6.0M X 5.0M ) As Per Direction Of Engineer In Charge. 221 Construction Cost Of Meter And Ht Panel Room Building ( 5.5M X 8.0M ) As Per Direction Of Engineer In Charge. 222 Construction Of Staff Quarter Having Areas 50Sqmas Per Direction Of Engineer In Charge. 223 Construction Of Existing Boundarywall Having Length =140M Brick Masonry In Cm ( 1:4 ) , Plaster In Cm ( 1:4 ) Boundary Wall 23 Cm Thick And 1.50 M. Height, M.S. Gate 3.6 M Wide With 1.2 M Wide Wicket Gate As Per Type Design And Drawing. 224 Laying Of 80Mm Thick C.C. Pre Rubber Moulded Inter Locking Paver Tiles With 10Mm Thick Bedding Of Fine Sand And Brick Ballast In Ratio 1:4 Including All Labour, T&P Etc. Required For Proper Completion Of Work. 225 Construction Of Cement Concrete Road Of 3.6 M Width In 1:1.5:3 ( M20 ) Having Thickness 300Mmincluding Material Labour T&P Etc Complete 226 ( F ) Vaidehi Vihar Sewage Pumping Stationsurvey, Investigation, Preparation Of Drawing, Design And Submission Of Approved Drawing Andconstruction Of Wet Well / Sump Well In Rcc M30having Average Capacity 8.73 Mld Vaidehi Vihar Including Consturction Of Mep Building And Other Related Works Required For Completion Of Pumping Station. 227 Survey, Investigation, Preparation Of Drawing, Design And Submission Of Approved Drawing Andconstruction Of Screen Chamber, Inlet Chamber In Rcc M30and Other Related Works Required For Completion Of Pumping Station. 228 Laying Of Rising Mainexcavation For Following Depth Below Ground Level For Laying Of Sewer Lines, Gully Pits, Etc. In Ordinary Soil ( Earth, Sand, Loam, Clay ) Including Cutting Of Joint Pits, Ramming, Dressing, Leveling & Refilling Of Trenches In 20 Cm Layers Including Watering And Ramming The Same With Removal Of Surplus Earth & Other Dismantled Material From The Sides Of Trenchesincluding Providing And Erecting 2.00 Metre High Temporary Barricading At Siteon Both Sides Of Trenches; Each Panel Of Size 2.50Mx2.00M Made Of 40X40x6mm Angle Iron Or 50X50x3mm Hollow Mstube Posts / Horizontal Members / Bracings Covered With 1.63Mm Thick Ms Sheet.The Sheet Shall Be Fixed With 30X5mm Ms Flat By Suitable Welding / Riveting Including Caution Board , Traffic Diversion Including Disposal Upto 8Kmas Per Direction Of Engineer-In-Charge 229 Supplyand Laying Of 500Mm Dia. Di K-9Pipe And Specialssuitable For Destination Including All Taxes.Including Providing And Erecting 2.00 Metre High Temporary Barricading At Site; Each Panel Of Size 2.50Mx2.00M Made Of 40X40x6mm Angle Iron Or 50X50x3mm Hollow Mstube Posts / Horizontal Members / Bracings Covered With 1.63Mm Thick Ms Sheet. The Sheet Shall Be Fixed With 30X5mm Ms Flat By Suitable Welding / Riveting Including Construction Of Thrust Blocks And Supply Cartingand Fixing Air Valve , Caution Board , Traffic Diversion As Per Direction Of Engineer-In-Charge 230 Construction Of Thrust Blocks Of Size 1.8M X 1.8M X 1.8M ) As Per Direction Of Engineer In Charge. 231 Supply & Fitting Of Air Valves Of Size 25Mm. ) As Per Direction Of Engineer In Charge. 232 Dismantling Of Bitumin Roads Disposal Of Unserviceable Materials Within 50M From The Site Of Work As Directed By The Engineer In Charge Including Its Temp Reinstatement By Hand Ramming To Make Walkable. 233 Reinstatement Ofdismantle Bituminous Roads As Per Pwd Nh Specificationsand New Short Fallen Materials For Proper Finishing Of Surface Including Supply Of Materials, Labour And T&P Etc. Required For Proper Completion Of Work As Per Direction Of Engineer In Charge. 234 Size Of D.G. Plateformsize Of Transformer Plateformconstruction Of Dg & Transformer Platform In Base Concrete 1:4:8 And Rcc 1:1.5:3. Provision Of Tubler Trusses Having Gi Roofing Including Labour, Material Etc Complete. 235 ( Meter, Ht & Lt Panel Room ) Construction Cost Of Lt Panel Room Building ( 6.0M X 5.0M ) As Per Direction Of Engineer In Charge. 236 Construction Cost Of Meter And Ht Panel Room Building ( 5.5M X 8.0M ) As Per Direction Of Engineer In Charge. 237 Construction Of Staff Quarter Having Areas 50Sqmas Per Direction Of Engineer In Charge. 238 Renovation Of Existing Boundarywall Having Length 150M Brick Masonry In Cm ( 1:4 ) , Plaster In Cm ( 1:4 ) Boundary Wall 23 Cm Thick And 1.50 M. Height, M.S. Gate 3.6 M Wide With 1.2 M Wide Wicket Gate As Per Type Design And Drawing. 239 Construction Of Cement Concrete Road Of 3.6 M Width In 1:1.5:3 ( M20 ) Having Thickness 300Mmincluding Material Labour T&P Etc Complete 240 Laying Of 80Mm Thick C.C. Pre Rubber Moulded Inter Locking Paver Tiles With 10Mm Thick Bedding Of Fine Sand And Brick Ballast In Ratio 1:4 Including All Labour, T&P Etc. Required For Proper Completion Of Work. 241 ( B ) E&M Workssitc Ofsubmersible Non Clog Pumpset Should Be Single Stage Having Two Vanessemi Open Impellercoupled With Submersible Motor Of 3 Phase 50 Hz, 3575 Lpm, 23 Mtr. Head Solid Handling Capacity 100 / 125 Mm, Suitable To Pump Raw Sewage With An Specific Gravity 1.05 Including Suitable Size Guide Pipe, Lifting Channel And Cable. ( For Ravidaspuram Sps ) 242 Main Piping, Valves And Common Headermotor Operated Actuator With 200 Mm Dia Di Sluice Valve For Pumps ( For Ravidaspuram Sps ) 243 Motor Operated Actuator With 400 Mm Dia Di Sluice Valve For Pumps ( For Ravidaspuram Sps ) 244 Di D / F Reflux Valve 200 Mm Dia ( For Ravidaspuram Sps ) 245 Di D / F Reflux Valve 400 Mm Dia ( For Ravidaspuram Sps ) 246 Ci Main Pipings ( For Ravidaspuram Sps ) 200 Mm Dia 0.5 M Long Column Pipe- 12 Nos.200 Mm Dia 1.0 M Long Column Pipe- 12 Nos.200 Mm Dia 1.5 M Long Column Pipe- 20 Nos.200 Mm Dia 90 Degree Bend- 6 Nos.400X200x400 Mm Dia Tee- 6 Nos.400 Mm Dia 0.5 Mtr. Long D / F Pipe- 6 Nos.400 Mm Dia 1.0 Mtr. Long D / F Pipe- 2 Nos.400 Mm Dia 1.5 Mtr. Long D / F Pipe- 2 Nos.400 Mm Dia 90 Degree Bend- 2 Nos.400 Mm Dia Blind Flanged- 1 Nos.400X350 Double Flange Reducer / Enlarger- 2 Nos. 247 400Mm Dia Machenical Type Dismantling Joints With Pressure Gauge. ( For Ravidaspuram Sps ) 248 Nut Bolts, Washer ( S.S. ) & Rubber Packing- 1 Lot ( For Ravidaspuram Sps ) 249 Sitc Of 350 Mm Dia Ce / Ul Certified Electro Magnetic Flow Meter Suitable To Measure 0Mld To 35 Mld Flow To Be Fitted In 400 Mm Dia Main Header Line Having Following Technical Specification. ( For Ravidaspuram Sps ) 250 Sitc Of 3 Tone.O.T. Crane Along With Gantry Girders, Chain Pulley Block And Geared Trolley Suitable For Pump House Complete In All Respect. Detailed Specifications Are As Below Confirming To I.S. 3177 And I.S.3832. ( For Ravidaspuram Sps , Gujaini Sps & Barra- I- Block Sps, Gujaini Sps ) ( 1X4 ) 251 Tools And Plants Toolbox Of 30X18X11Fabricated From 18 Gauge Ms Sheet Fully Black Painted Comprising Of Followings. ( For All Sps ) ( 1X6 ) Ring Spanner Of 12 Pcs-1Setd / E Spanners Of 12 Pcs-1Setadjustable Wrench12-1No.Pipe Wrench 24Size-12No.Pipe Wrench 18 Size-1No.Pipe Wrench 12 Size-1No.Bearing Puller-1No.Crimpling Tools Upto 400Mm² ( Hydraulic Type ) Heavy Duty Sockets 20Mm To 50Mm-1Setchain Wrench 36-2Nos.Omsiated Plier-1No.L&Key Set-1Setscrewdriver-1Setrotary Oil Pump 1 No. 252 For Substation And Power Control Room ( For All Sps ) ( 1X6 ) Megger With Testing Lead For 1000Volt 253 First Aid Box 254 Steel Almirah Of 6’X3’. 255 Chair 256 Tubular Table 257 Fire Chart 258 Map Board Chart. 259 Power Wiringsupply And Laying Of 35 Sqmm. 3 Core Copper Conductor Cable From Starter To Motor. ( For Ravidaspuram Ips, Barra 4 Ips & Barra 2 Sps ) ( 3X300 ) 260 Complete In All Respect. Earthing System Shall Executed As Per Is : 3043 And I.E. Rules. ( For Motor Pump Set And Mechanical Screen ) ( For All Sps ) ( 4X6 ) 261 Painting Of All Pumps Piping And Valves With Two Coat Enamel Paint. ( For Ravidaspuram Ips, Barra 4 Ips, Gujaini Sps, Barra I-Block Ips ) ( 1X4 ) 262 Painting Of All Pumps Piping And Valves With Two Coat Enamel Paint. ( Forbarra-2, Vaidehi Vihar ) ( 1X2 ) 263 Light Wiringlight Wiring Of Pump House H.T. Room L.T. Control Room, Meter Room, D.G.Room, Store And Staff Quarters. Wiring Point For Light With 1.5Sqmm Pvc In Suitable Multi Core Copper Cable In Heavy Gauge Rigid Pvc Conduit Pipe Concealed In Wall, Complete With 1 / 18 Copper Wire Earth Continuity Wire And Piano Type Switch Etc Complete In All Respect As Per I.E. Rules. ( For All Sps ) ( 40X6 ) 264 Wiring Point For Led Lamp 75 Watt / Power Plugwith 2.5Sqmm Pvc Insulated Multi Core Cable In Heavy Gauge Rigid Pvc Conduit Canceled In Wall Complete With 1 / 18 Copper Wire. Earth Continuity Wire With 16 Amp. Metal Clad Spn Switch / 15 Amp Piano Type Switches Complete In All Respect. ( For All Sps ) ( 10X6 ) 265 Supply And Fixing Of Main Suitable Distribution Boards With Mcbs For Controlling The Lighting System. ( For All Sps ) ( 4X6 ) 266 ? Supply And Fixing Of Factory Wired Hpf Box Type Fluorescent Tube Complete Including Tube Etc. On Wall ( For All Sps ) ( 10X6 ) 267 ? Supply And Fixing Of Led 110 Watt Lights With Its All Accessories. ( For All Sps ) ( 6X6 ) 268 ? Supply And Fitting Of Steel Tubular Swaged Poles Of 9M Length Including Its All Fitting As Per I.E. Rules Sp 27. ( For All Sps ) ( 4X6 ) 269 ?450 Mm Size Exhaust Fans For Ht / Lt Room, Pump House& Dg Room. ( For All Sps ) ( 6X6 ) 270 Aluminium Conductor Pvc Insulated Cables Of Following Sizes For Drawing Power To Feeder Pillar And From Pillar To Poles For Campus External Lighting ( A ) 1 X 2 X 6 Sqmm ( Unarmoured ) ( For All Sps ) ( 400X6 ) 271 Manual Bar Screen ( 40 Mm ) Provision Of Suitable Manual Bar Screen Having 40 Mm Clear Gap Between Screen Bar Of S.S. Flat Shall Be 50Mmx10mm Size And Angle Of Installation 45° Duly Followed Arrangement Of Suitable Size In Width And As Per Recomondation Of Engineer Incharge. ( For All Sps ) ( 2X6 ) 272 Mechanical Bar Screen Provision Of Suitable Size Multirake Bar Screen Along With Control Panel And Screw Conveyor System And Suitable For Side Condition / As Perrecomondation Of Engineer Incharge. With Bar Space 20 Mm ( For All Sps ) ( 2X6 ) 273 Manual Bar Screen ( 20 Mm ) Provision Of Suitable Manual Bar Screen Having 20Mm Clear Gap Between Screen Bar Of S.S. Flat Shall Be 50Mmx10mm Size And Angle Of Installation 75° Duly Followed Arrangement Of Suitable Size In Width And As Per Recomondation Of Engineer Incharge. ( For All Sps ) ( 1X6 ) 274 Sluice Gatesitc Of Manually Operated Ci / Di Sluice Gate Of Sitting And Unsitting Had As Per Is 13349 Complete Set With All Gear Arrangement And Ss 316 Shaft Etc As Per Requirement Moc Shall Be As Below Under And As Per Latest Is Code.Wall Thimble Ci Fg 200 Is 210 ( For All Sps ) ( 10X6 ) Frame- Ci Fg 200 Is 210Shutter & Stiffeners- Ci Fg 200 Is 210Sear Retainer War Ss 316Wedge-Ci Is210 Grade Fg200rubber Seal Epdm Rubberspindle- Ss 316Opening Nut- Bronzefasteners-Ss-316Thrust Nut- Ss-316Size As Per Site Requirement. 275 Installation, Testingand Commissioning Of Above Pumps, Sluice Gate, Common Header And Other Work As Per Site Requirement With Required Size Power And Control Cable With Tray, Cable Lugs, Cable Gland Etc. ( For Ravidaspuram Ips, Barra-I-Block Ips ) ( 1X2 ) 276 Auto Phase Reversal Unit / Automatic Switch With Inbuilt The Delay & Enclosure ( Confirms To Iec: 60947-1 & Iec: 60947-6-1 ) Of Following Rating:400 Amp Rating ( For Ravidaspuram Ips, Barra-2Sps ) ( 1X2 ) 277 Ce / Ul Certified Radar Type Level Transmiter For Sps ( For All Sps ) ( 1X6 ) 278 Ce / Ul Certified Pressure Transmitter For Each Pump. ( For All Sps ) ( 6X6 ) 279 Ce / Ul Certified Surge Protector For Control Panel. ( For All Sps ) ( 1X6 ) 280 Security Survelliance Ip Camera ( Optional ) ( For All Sps ) ( 4X6 ) 281 Co2 Type Fire Extinguisher Isi Mark Confirming To Is 15683- 4.5 Kg. ( For All Sps ) ( 4X6 ) 282 Heavy Duty Leak Proof Fire Bucket As Per Is 2546 / 1974 ( For All Sps ) ( 6X6 ) 283 Fire Bucket Stand For 6 Bucket ( For All Sps ) ( 6X6 ) 284 Installation, Commissioning & Testing Of Automation Related Equipments For Sps ( For All Sps ) ( For All Sps ) ( 1X6 ) 285 Trial Run For 3 Months Period ( Scada ) ( For All Sps ) ( For All Sps ) ( 1X6 ) 286 Sitc Of Submersible Non Clog Pumpset Should Be Single Stage Having Two Vanes Semi Open Impellercoupled With Submersible Motor 3 Phase 50 Hz, 4300 Lpm, 19 Mtr. Head Solid Handling Capacity 100 / 125 Mm, Suitable To Pump Raw Sewage With An Specific Gravity 1.05. ( For Barra-2 Sps ) 287 Motor Operated Actuator With 250 Mm Dia Di Sluice Valve For Pumps ( For Barra-2 Sps, Barra-I- Block Sps ) ( 6X2 ) 288 Motor Operated Actuator With 450 Mm Dia Di Sluice Valve For Pumps ( For Barra-2 Sps, Barra-I- Block Sps ) ( 1X6 ) 289 Di D / F Reflux Valve 250 Mm Dia ( For Barra-2 Sps, Barra-I- Block Sps ) ( 2X6 ) 290 Di D / F Reflux Valve 450 Mm Dia ( For Barra-2 Sps, Barra-I- Block Sps ) ( 2X1 ) 291 Ci Main Pipings ( For Barra-2 Sps ) 250 Mm Dia 0.5 M Long Column Pipe- 12 Nos.250 Mm Dia 1.0 M Long Column Pipe- 12 Nos.250 Mm Dia 1.5 M Long Column Pipe- 20 Nos.250 Mm Dia 90 Degree Bend- 6 Nos.450X250x450 Mm Dia Tee- 6 Nos.450 Mm Dia 0.5 Mtr. Long D / F Pipe- 6 Nos.450 Mm Dia 1.0 Mtr. Long D / F Pipe- 2 Nos.450 Mm Dia 1.5 Mtr. Long D / F Pipe- 2 Nos.450 Mm Dia 90 Degree Bend- 2 Nos.450 Mm Dia Blind Flanged- 1 Nos.450X400 Double Flange Reducer / Enlarger- 2 Nos. 292 450 Mm Dia Machenical Type Dismantling Joints With Pressure Gauge. ( For Barra-2 Sps ) 293 Nut Bolts, Washer ( S.S. ) & Rubber Packing- 1 Lot ( For Barra-2 Sps ) 294 Electro Magnetic Flow Meter 400 Mm Dia Ce / Ul Certified Electro Magnetic Flow Meter Suitable To Measure 0Mld To 40 Mld Flow To Be Fitted In 450 Mm Dia Main Header Line Having Following Technical Specification. ( For Barra-2 Sps ) 295 Sitc Of Submersible Non Clog Pumpset Should Be Single Stage Having Two Vanes Semi Open Enclosedimpellercoupled With Submersible Motor Of 3 Phase 50 Hz, 8300 Lpm, 16 Mtr. Head Solid Handling Capacity 100 / 125 Mm, Suitable To Pump Raw Sewage With An Specific Gravity 1.05. ( For Barra-4 Sps ) 296 Motor Operated Actuator With 300 Mm Dia Di Sluice Valve For Pumps ( For Barra-4 Sps & Vaidehi Vihar ) ( 6X2 ) 297 Motor Operated Actuator With 600 Mm Dia Di Sluice Valve For Pumps ( For Barra-4 Sps & Vaidehi Vihar ) ( 1X2 ) 298 Di D / F Reflux Valve 300 Mm Dia ( For Barra-4 Sps & Vaidehi Vihar ) ( 6X2 ) 299 Di D / F Reflux Valve 600 Mm Dia ( For Barra-4 Sps & Vaidehi Vihar ) ( 1X2 ) 300 Ci Main Pipings ( For Barra-4 Ips ) 300 Mm Dia 0.5 M Long Column Pipe- 12 Nos.300 Mm Dia 1.0 M Long Column Pipe- 12 Nos.300 Mm Dia 1.5 M Long Column Pipe- 20 Nos.300 Mm Dia 90 Degree Bend- 6 Nos.600X300x600 Mm Dia Tee- 6 Nos.600 Mm Dia 0.5 Mtr. Long D / F Pipe- 6 Nos.600 Mm Dia 1.0 Mtr. Long D / F Pipe- 2 Nos.600 Mm Dia 1.5 Mtr. Long D / F Pipe- 2 Nos.600 Mm Dia 90 Degree Bend- 2 Nos.600 Mm Dia Blind Flanged- 1 Nos.600X500 Double Flange Reducer / Enlarger- 2 Nos. 301 600 Mm Dia Machenical Type Dismantling Joints With Pressure Gauge. ( For Barra-4 Ips ) 302 Nut Bolts, Washer ( S.S. ) & Rubber Packing- 1 Lot ( For Barra-4 Ips ) 303 Electro Magnetic Flow Meter 500 Mm Dia Ce / Ul Certified Electro Magnetic Flow Meter Suitable To Measure 0Mld To 70 Mld Flow To Be Fitted In 600 Mm Dia Main Header Line Having Following Technical Specification. ( For Barra-4 Ips ) 304 Lifting Arrangement E.O.T. Cranesitc Of 5 Tone.O.T. Crane Along With Gantry Girders, Chain Pulley Block And Geared Trolley Suitable For Side Condition Complete In All Respect For Pump House. Detailed Specifications Are As Below Confirming To I.S. 3177 And I.S.3832 And As Per Recomdation Of Engineer Incharge. ( For Barra-4 Ips ) 305 Installation, Testingand Commissioning Of Above Pumps, Sluice Gate, Common Header And Other Work As Per Site Requirement With Required Size Power And Control Cable With Tray, Cable Lugs, Cable Gland Etc. ( For Barra-4 Ips ) 306 Auto Phase Reversal Unit / Automatic Switch With Inbuilt The Delay & Enclosure ( Confirms To Iec: 60947-1 & Iec: 60947-6-1 ) Of Following Rating:630 Amp Rating ( For Barra-4 Ips ) 307 Sitc Ofsubmersible Non Clog Pumpset Should Be Single Stage Having Two Vanes Semi Open Impellercoupled With Submersible Motor Of 3 Phase 50 Hz, 3790 Lpm, 16 Mtr. Head Solid Handling Capacity 100 / 125 Mm, Suitable To Pump Raw Sewage With An Specific Gravity 1.05. ( For Barra-I-Block Sps ) 308 Ci Main Pipings ( For Barra-I-Block Sps ) 250 Mm Dia 0.5 M Long Column Pipe- 12 Nos.250 Mm Dia 1.0 M Long Column Pipe- 12 Nos.250 Mm Dia 1.5 M Long Column Pipe- 20 Nos.250 Mm Dia 90 Degree Bend- 6 Nos.450X250x450 Mm Dia Tee- 6 Nos.450 Mm Dia 0.5 Mtr. Long D / F Pipe- 6 Nos.450 Mm Dia 1.0 Mtr. Long D / F Pipe- 2 Nos.450 Mm Dia 1.5 Mtr. Long D / F Pipe- 2 Nos.450 Mm Dia 90 Degree Bend- 2 Nos.450 Mm Dia Blind Flanged- 1 Nos.450X400 Double Flange Reducer / Enlarger- 2 Nos. 309 450 Mm Dia Machenical Type Dismantling Joints With Pressure Gauge. ( For Barra-I-Block Sps ) 310 Nut Bolts, Washer ( S.S. ) & Rubber Packing- 1 Lot ( For Barra-I-Block Sps ) 311 Electro Magnetic Flow Meter400 Mm Dia Ce / Ul Certified Electro Magnetic Flow Meter Suitable To Measure 0Mld To 35 Mld Flow To Be Fitted In 450 Mm Dia Main Header Line Having Following Technical Specification. ( For Barra-I-Block Sps ) 312 Power Wiring Supply Of 10 Sqmm. 3 Core Copper Conductor Cable From Starter To Motor. ( For Barra-I-Block Sps ) 313 Light Wiring Of Pump House H.T. Room L.T. Control Room, Meter Room, D.G.Room, Store And Staff Quarters. ( For Barra-I-Block Sps ) Installation, Testingand Commissioning Of Above Pumps, Sluice Gate, Common Header And Other Work As Per Site Requirement With Required Size Power And Control Cable With Tray, Cable Lugs, Cable Gland Etc. ( For Barra-I-Block Sps ) 314 Auto Phase Reversal Unit / Automatic Switch With Inbuilt The Delay & Enclosure ( Confirms To Iec: 60947-1 & Iec: 60947-6-1 ) Of Following Rating:250 Amp Rating. ( For Barra-I-Block Sps ) 315 Sitc Ofsubmersible Non Clog Pumpset Should Be Single Stage Having Two Vanes Semi Open Impellercoupled With Submersible Motor Of 3 Phase 50 Hz, 2775 Lpm, 17 Mtr. Head Solid Handling Capacity 100 / 125 Mm, Suitable To Pump Raw Sewage With An Specific Gravity 1.05. ( For Gujaini Sps ) 316 Motor Operated Actuator With 200 Mm Dia Di Sluice Valve For Pumps ( For Gujaini Sps ) 317 Motor Operated Actuator With 350 Mm Dia Di Sluice Valve For Pumps ( For Gujaini Sps ) 318 Di D / F Reflux Valve 200 Mm Dia ( For Gujaini Sps ) 319 Di D / F Reflux Valve 350 Mm Dia ( For Gujaini Sps ) 320 Ci Main Pipings ( For Gujaini Sps ) 200 Mm Dia 0.5 M Long Column Pipe- 12 Nos.200 Mm Dia 1.0 M Long Column Pipe- 12 Nos.200 Mm Dia 1.5 M Long Column Pipe- 20 Nos.200 Mm Dia 90 Degree Bend- 6 Nos.350X200x350 Mm Dia Tee- 6 Nos.350 Mm Dia 0.5 Mtr. Long D / F Pipe- 6 Nos.350 Mm Dia 1.0 Mtr. Long D / F Pipe- 2 Nos.350 Mm Dia 1.5 Mtr. Long D / F Pipe- 2 Nos.350 Mm Dia 90 Degree Bend- 2 Nos.350 Mm Dia Blind Flanged- 1 Nos. 321 350 Mm Dia Machenical Type Dismantling Joints With Pressure Gauge. ( For Gujaini Sps ) 322 Nut Bolts, Washer ( S.S. ) & Rubber Packing- 1 Lot . ( For Gujaini Sps ) 323 350 Mm Dia Ce / Ul Certified Electro Magnetic Flow Meter Suitable To Measure 0Mld To 25 Mld Flow To Be Fitted In 350 Mm Dia Main Header Line Having Following Technical Specification. . ( For Gujaini Sps ) 324 Power Wiring Supply Of 10 Sqmm. 3 Core Copper Conductor Cable From Starter To Motor. ( For Gujaini Sps ) 325 Installation, Testingand Commissioning Of Above Pumps, Sluice Gate, Common Header And Other Work As Per Site Requirement With Required Size Power And Control Cable With Tray, Cable Lugs, Cable Gland Etc. ( For Gujaini Sps ) 326 Auto Phase Reversal Unit / Automatic Switch With Inbuilt The Delay & Enclosure ( Confirms To Iec: 60947-1 & Iec: 60947-6-1 ) Of Following Rating:250 Amp Rating ( For Gujaini Sps ) 327 Thesubmersible Non Clog Pumpset Should Be Single Stage Having Two Vanes Semi Openimpellercoupled With Submersible Motor Of 3 Phase 50 Hz, 7900 Lpm, 21 Mtr. Head Solid Handling Capacity 100 / 125 Mm, Suitable To Pump Raw Sewage With An Specific Gravity 1.05. ( For Vaidehi Vihar Sps ) 328 Ci Main Pipings ( For Vaidehi Vihar Sps ) 300 Mm Dia 0.5 M Long Column Pipe- 12 Nos.300 Mm Dia 1.0 M Long Column Pipe- 12 Nos.300 Mm Dia 1.5 M Long Column Pipe- 20 Nos.300 Mm Dia 90 Degree Bend- 6 Nos.600X300x600 Mm Dia Tee- 6 Nos.600 Mm Dia 0.5 Mtr. Long D / F Pipe- 6 Nos.600 Mm Dia 1.0 Mtr. Long D / F Pipe- 2 Nos.600 Mm Dia 1.5 Mtr. Long D / F Pipe- 2 Nos.600 Mm Dia 90 Degree Bend- 2 Nos.600 Mm Dia Blind Flanged- 1 Nos.600X500 Double Flange Reducer / Enlarger- 2 Nos. 329 600 Mm Dia Machenical Type Dismantling Joints With Pressure Gauge. ( For Vaidehi Vihar Sps ) 330 Nut Bolts, Washer ( S.S. ) & Rubber Packing- 1 Lot ( For Vaidehi Vihar Sps ) 331 500 Mm Dia Ce / Ul Certified Electro Magnetic Flow Meter Suitable To Measure 0Mld To 70 Mld Flow To Be Fitted In 600 Mm Dia Main Header Line Having Following Technical Specification. ( For Vaidehi Vihar Sps ) 332 Sitc Of 5 Tone.O.T. Crane Along With Gantry Girders, Chain Pulley Block And Geared Trolley Suitable Complete In All Respect For Pump House. Detailed Specifications Are As Below Confirming To I.S. 3177 And I.S.3832. ( For Vaidehi Vihar Sps ) 333 Power Wiringsupply Of 50 Sqmm. 3 Core Copper Conductor Cable From Starter To Motor. ( For Vaidehi Vihar Sps ) 334 Installation, Testingand Commissioning Of Above Pumps, Sluice Gate, Common Header And Other Work As Per Site Requirement With Required Size Power And Control Cable With Tray, Cable Lugs, Cable Gland Etc. ( For Vaidehi Vihar Sps ) 335 Auto Phase Reversal Unit / Automatic Switch With Inbuilt The Delay & Enclosure ( Confirms To Iec: 60947-1 & Iec: 60947-6-1 ) Of Following Rating:630 Amp Rating ( For Vaidehi Vihar Sps ) 336 H.T.Panel ( Comprising With 1 No. Incomingand 2 -Outgoing. ( For All Sps ) ( 1X6 ) Supply Of Indoor Type Floor Mounted Metal Clad, 11 Kv Vcb Panel With 1No. 630 Amp. Incoming Vcb & 2 Nos 630 Amp. Outgoing Vcb Totally Enclosed, Horizontal Drawout, Horizontal / Vertical Isolation Type Breaker As Per Is With All Necessory Protection And Also Should Be Compatible To Scada Operation 337 Transformer Supply Of 250 Kva, 11 / 0.44 Kv, 3 Phase, 50 Hz, Dyn 11, Indoor Onan Type, Copper Wound Transformer With Off Load Tap Changing Arrangement On Hv Side In Steps Of +7.5% & -15%, Lv Side @ 2.5% Stapping Complete With All Accessories I / C First Filling Of Filtered Dehydrated Oil And Confirming To Is 1180-2014 & As Per Specificationcomplete In All Respects As Required At Site. ( For Ravidaspuram Sps & Barra-2 Sps ) ( 2X2 ) 338 Supply Of 2Mm Thick Ms Sheet Fabricated Factory Wired Dust & Vermin Proof Cubical And Floor Mounting Type Control Panel Compatible To Scada To Rs485 Port Consisting As Following Incomming ( From Transformer ) :- 02 No. Acb Motorized & Microprocessor Based 400 Amp Capcity ( Electrical & Mechanically Interlocked ) & 1 No. 400 Amp Acb Motorized & Microprocessor Based& Outgoing 1 No. Acb Motorized & Microprocessor Based 400 Amp Capacity For Dg Set Both Are Electrical & Mechanically Interlocked With Auto Mains Failure System Voltmeter With Selectrer Switch, Amp. Meter With Selecter Switch, Trivector Meter Indicating Lamp, Toggle Switch Instrument Switch & Extension Type 400 Amp Bus Bar With Auto Power Factor Correction Unit For 140 Kw Load.Outgoing ( I ) 6 No. Outgoing Cosist Of A Scada Compatible Motorized & Microprocessor Based 100 Amp. Mccb With Vfd Starter With Rs485 Post-400 V Class, 30 Kw Rating ( Ii ) 2 No. 100 Amp. Mccb ( Iii ) 3 No. 63 Amp. Mccb ( For Ravidaspuram Sps & Barra-2 Sps ) ( 1X2 ) 339 Supply. Of 250 Kva 3 Phase 415 Volt 50 Htz D.G.Set Canopy Type With Intrigated Control Panel Etc As Per Latest Is Code. ( For Ravidaspuram Sps & Barra-2 Sps ) ( 1X2 ) 340 Supply Of 70 Sq.Mm Size Xlpe Cable From 11 K.V.Uppcl Metering Panel To H.T. Incoming Panel, And H.T. Panel To Transformer. ( For All Sps ) ( 100X6 ) 341 Supply Of H.T. Cable End Termination Joint Kit. ( For All Sps ) ( 6X6 ) 342 Complete In All Respect. Earthing System Shall Executed As Per Is : 3043 And I.E. Rules. ( For All Sps ) ( 16X6 ) 343 Supply Of 1.1 Kvgrade 185 Sq Mm 3.5 Core Pvcinsulated Armored Aluminum Cable Fromtransformer To L.T. Panel. ( Parllel Operation ) ( For Ravidaspuram Sps, Barra-2 Sps & Barra_I-Block Ips ) ( 400X2 ) ( 200X1 ) 344 Installation And Commissioning Of 11 Kv / 0.44Kv, Substations 400 / 315 / 250 / 160 Kva, Transformer, Dg Set Including Ht Panels And L.T.Panel With Cable Tray, Cable Lug, Cable Gland Including All Labor T&P Complete In All Respect. ( For Ravidaspuram Sps, Barra-2 Sps , Barra-4, Barra-I-Block Ips & Vaidehi Vihar Sps ) ( 1X5 ) 345 Co2 Type Fire Extinguisher Isi Mark Confirming To Is 15683- 4.5 Kg. ( For All Sps ) ( 8X6 ) 346 Heavy Duty Leak Proof Fire Bucket As Per Is 2546 / 1974 ( For All Sps ) ( 6X6 ) 347 Fire Bucket Stand For 6 Bucket ( For All Sps ) ( 1X6 ) 348 Rubber Mat For Electrical Purpose As Per Is 5424. 1 Mtr. X 2 Mtr. ( 12.5 Mm Thick ) . ( For All Sps ) ( 10X6 ) 349 Noc For Substation From Safety Department. ( For All Sps ) ( 1X6 ) 350 Transformersupply Of 315 Kva, 11 / 0.44 Kv, 3 Phase, 50 Hz, Dyn 11, Indoor Onan Type, Copper Wound Transformer With Off Load Tap Changing Arrangement On Hv Side In Steps Of +7.5% & -15%, Lv Side @ 2.5% Stapping Complete With All Accessories I / C First Filling Of Filtered Dehydrated Oil And Confirming To Is 1180-2014 & As Per Specificationcomplete In All Respects As Required At Site. ( For Barra-4 Sps ) ( 1X2 ) 351 Main L.T. Panelsupply Of 2Mm Thick Ms Sheet Fabricated Factory Wired Dust & Vermin Proof Cubical And Floor Mounting Type Control Panel Compatible To Scada To Rs485 Port Consisting As Following Incomming ( From Transformer ) :- 02 No. Acb Motorized & Microprocessor Based 630 Amp Capcity ( Electrical & Mechanically Interlocked ) & 1 No. 630 Amp Acb Motorized & Microprocessor Based& Outgoing 1 No. Acb Motorized & Microprocessor Based 630 Amp Capacity For Dg Set Both Are Electrical & Mechanically Interlocked With Auto Mains Failure System Voltmeter With Selectrer Switch, Amp. Meter With Selecter Switch, Trivector Meter Indicating Lamp, Toggle Switch Instrument Switch & Extension Type 630 Amp Bus Bar With Auto Power Factor Correction Unit For 200 Kw Load.Outgoing ( I ) 6 No. Outgoing Cosist Of A Scada Compatible Motorized & Microprocessor Based 150 Amp. Mccb With Vfd Starter With Rs485 Post-400 V Class, 37 Kw Rating ( Ii ) 2 No. 100 Amp. Mccb ( Iii ) 3 No. 63 Amp. Mccb ( For Barra-4 Sps ) 352 Supply Of 320 Kva 3 Phase 415 Volt 50 Htz D.G.Set Canopy Type With Intrigated Control Panel Etcas Per Latest Is Code. ( For Barra-4 Sps ) 353 Supply Of 1.1 Kvgrade 240 Sq Mm 3.5 Core Pvcinsulated Armored Aluminum Cable Fromtransformer To L.T. Panel. ( Parellel Operation ) ( For Barra-4 Sps ) 354 Transformer Supply Of 160 Kva, 11 / 0.44 Kv, 3 Phase, 50 Hz, Dyn 11, Indoor Onan Type, Copper Wound Transformer With Off Load Tap Changing Arrangement On Hv Side In Steps Of +7.5% & -15%, Lv Side @ 2.5% Stapping Complete With All Accessories I / C First Filling Of Filtered Dehydrated Oil And Confirming To Is 1180-2014 & As Per Specificationcomplete In All Respects As Required At Site. ( For Barra-I- Block Sps & Gujaini Sps ) ( 2X2 ) 355 Main L.T. Panel Supply Of 2Mm Thick Ms Sheet Fabricated Factory Wired Dust & Vermin Proof Cubical And Floor Mounting Type Control Panel Compatible To Scada To Rs485 Port Consisting As Following Incomming ( From Transformer ) :- 02 No. Mccb Motorized & Microprocessor Based 250 Amp Capcity ( Electrical & Mechanically Interlocked ) & 1 No. 250 Amp Mccb Motorized & Microprocessor Based& Outgoing 1 No. Mccb Motorized & Microprocessor Based 250 Amp Capacity For Dg Set Both Are Electrical & Mechanically Interlocked With Auto Mains Failure System Voltmeter With Selectrer Switch, Amp. Meter With Selecter Switch, Trivector Meter Indicating Lamp, Toggle Switch Instrument Switch & Extension Type 250 Amp Bus Bar With Auto Power Factor Correction Unit For 95 Kw Load.Outgoing ( I ) 6 No. Outgoing Cosist Of A Scada Compatible Motorized & Microprocessor Based 63 Amp. Mccb With Vfd Starter With Rs485 Post-400 V Class, 18 Kw Rating ( Ii ) 2 No. 100 Amp. Mccb ( Iii ) 3 No. 63 Amp. Mccb ( For Barra-I- Block Sps ) 356 Supply Of 160 Kva 3 Phase 415 Volt 50 Htz D.G.Set Canopy Type With Intrigated Control Panel Etc. ( For Barra-I- Block ) 357 Main L.T. Panel Supply Of 2Mm Thick Ms Sheet Fabricated Factory Wired Dust & Vermin Proof Cubical And Floor Mounting Type Control Panel Compatible To Scada To Rs485 Port Consisting As Following Incomming ( From Transformer ) :- 02 No. Mccb Motorized & Microprocessor Based 250 Amp Capcity ( Electrical & Mechanically Interlocked ) & 1 No. 250 Amp Mccb Motorized & Microprocessor Based& Outgoing 1 No. Mccb Motorized & Microprocessor Based 250 Amp Capacity For Dg Set Both Are Electrical & Mechanically Interlocked With Auto Mains Failure System Voltmeter With Selectrer Switch, Amp. Meter With Selecter Switch, Trivector Meter Indicating Lamp, Toggle Switch Instrument Switch & Extension Type 250 Amp Bus Bar With Auto Power Factor Correction Unit For 80 Kw Load.Outgoing ( I ) 6 No. Outgoing Cosist Of A Scada Compatible Motorized & Microprocessor Based 63 Amp. Mccb With Vfd Starter With Rs485 Post-400 V Class, 15 Kw Rating ( Ii ) 2 No. 100 Amp. Mccb ( Iii ) 3 No. 63 Amp. Mccb ( For Gujaini Sps ) 358 Supply Of 1.1 Kvgrade 150 Sq Mm 3.5 Core Pvcinsulated Armored Aluminum Cable Fromtransformer To L.T. Panel. ( For Gujaini Sps ) 359 Installation, Testing And Commissioning Of 11 Kv / 0.44Kv, Substations 160 Kva, Transformer, Dg Set Including Ht Panels And L.T.Panel With Cable Tray, Cable Lug, Cable Gland Including All Labor T&P Complete In All Respect. ( For Gujaini Sps ) 360 Transformer Supply Of 400 Kva, 11 / 0.44 Kv, 3 Phase, 50 Hz, Dyn 11, Indoor Onan Type, Copper Wound Transformer With Off Load Tap Changing Arrangement On Hv Side In Steps Of +7.5% & -15%, Lv Side @ 2.5% Stapping Complete With All Accessories I / C First Filling Of Filtered Dehydrated Oil And Confirming To Is 1180-2014 & As Per Specificationcomplete In All Respects As Required At Site. ( For Vaidehi Vihar Sps ) ( 1X2 ) 361 Main L.T. Panelsupply Of 2Mm Thick Ms Sheet Fabricated Factory Wired Dust & Vermin Proof Cubical And Floor Mounting Type Control Panel Compatible To Scada To Rs485 Port Consisting As Following Incomming ( From Transformer ) :- 02 No. Acb Motorized & Microprocessor Based 630 Amp Capcity ( Electrical & Mechanically Interlocked ) & 1 No. 630 Amp Acb Motorized & Microprocessor Based& Outgoing 1 No. Acb Motorized & Microprocessor Based 630 Amp Capacity For Dg Set Both Are Electrical & Mechanically Interlocked With Auto Mains Failure System Voltmeter With Selectrer Switch, Amp. Meter With Selecter Switch, Trivector Meter Indicating Lamp, Toggle Switch Instrument Switch & Extension Type 630 Amp Bus Bar With Auto Power Factor Correction Unit For 245 Kw Load.Outgoing ( I ) 6 No. Outgoing Cosist Of A Scada Compatible Motorized & Microprocessor Based 150 Amp. Mccb With Vfd Starter With Rs485 Post-400 V Class, 55 Kw Rating ( Ii ) 2 No. 100 Amp. Mccb ( Iii ) 3 No. 63 Amp. Mccb ( For Vaidehi Vihar Sps ) 362 Supply Of 380 Kva 3 Phase 415 Volt 50 Htz D.G.Set Canopy Type With Intrigated Control Panel Etcas Per Latestis Code. ( For Vaidehi Vihar Sps ) 363 Supply Of 1.1 Kvgrade 240 Sq Mm 3.5 Core Pvcinsulated Armored Aluminum Cable Fromtransformer To L.T. Panel. ( Parellel Operation ) ( For Vaidehi Vihar Sps ) 364 Ce & Ul Certified Plc / Rtu With Redudant Cpu & Power Supply In Ip 54 Enclosure Sutable To Communicate With Gsm Based Modem Unit With Redudant Cpu & Power Supply With Annalog & Digital Parameter & Features As Specified For Each Sps To Store And Transmit Data On Gsm Backbone, Rtu / Plc Designed With Logic To Transfer Sata At Muliple Stations As With Control Panel Specified In Tender Technical Specification. ( For All Sps ) ( 1X6 ) 365 G.S.M. / G.P.R.S. Based Wireless Communication With 4G Modem For Rtu / Plc Capable To Transfer & Gather Data From Remote Sites To Control Stations All Accessories Included With Signal Enhancer Antenna Made For Pumping Plant Internet Charges As Specified In Tender Technical Specification. ( For All Sps ) ( 1X6 ) 366 Ce / Ul Certified Intelligent Smart Energy Meter ( For All Sps ) ( 1X6 ) 367 Complete Cabling For Sps Including All Power & Control Cable Of All Equipments At Sps ( Above 3 Pumps ) ( For All Sps ) ( 1X6 ) 368 Security Survelliance Ip Camera ( Optional ) ( For All Sps ) ( 1X6 ) 369 Ce / Ul & Bis Certified Industrial Grade Led Monitor With Latest Configuration As Per Specification. 370 Desktop / Pc With I5 / I7 Processor For As Spec Mentioned In Technical Bid Document. 371 Ce / Ul Certified 3 Kva Ups With Batteries As Per Spec Mentioned In Technical Bid Document. 372 Full Development Version Of Required Tags Scada Software With Coustomization Of Software For Mcs As Per Requirement As Per Spec Mentioned In Technical Bid Documents. 373 Ce / Ul Certified Local Control Room Plc With Redundant Cpu & Power Supply At Lcs In Ip54 Enclouser As Spec Mentioned In Technical Bid Documents. 374 Gsm Based Wirless / Broadband / Equipment Communication System For Plc Capable To Transfer & Received Data & Gather Data From Remote Sites To Control Station. All Accessories Included Signal Enhancer Antenna Along With Running Expences Till Dlp 375 Ce / Ul Certified Firewall For Network Protection. 376 Surge Protector For Ethernet Communication Protection. 377 Ce / Ul Certifeid Industrial Grade Ethernet Switch. 378 Canon / Hp Or Equivalent Laser Printer 1018 Or Equivement. 379 Security Surveillance Ip Camera With Recorder ( Optional ) . 380 Installation, Commissioning & Testing Including Required Furniture, A / C Etc. 381 Trial Run For 3 Month Period. For Lcs 382 Running Operation Maitenance Of 250 Kva Dg Set Including Deisel, Lubricant, Operator Etc. For Ravidaspuram, Barra-2 383 Running Operation Maitenance Of 320 Kva Dg Set Including Deisel, Lubricant, Operator Etc. For Barra-4 Ips 384 Running Operation Maitenance Of 160 Kva Dg Set Including Deisel, Lubricant, Operator Etc. For Barra-I- Block, Gujaini 385 Running Operation Maitenance Of 380 Kva Dg Set Including Deisel, Lubricant, Operator Etc. For Vaidehi Vlihar
