Tender For Stp And Allied Works At Hathras Town, District Hathras, hathras-Uttar Pradesh

Tender For Stp And Allied Works At Hathras Town, District Hathras- 1 Design, Development, Supply Of Equipment, Erection Of Equipment, Civil, Electro Mechanical And Instrumentation Works, Including Testing, Commissioning Of 24 Mld Stp In Npp Hathras, District Hathras On Open Technology With Disinfection & Tertiary Treatment, Provision For Handling Co- Treatment Of Septage / Feacal Sludge ( 10 Kld ) And Allied Works. The Scope Of Work Also Includes Providing All Material, Labour T&P Etc. And Construction Of Electrical Sub Station, D.G. Sets, Substation Building, Meter Room, Panel Rooms With Dg Sets, Transformers And Switch Gears, Construction Of Transformer Yard, Platform For D.G., Shed Over The Generators, Fully Furnished Administrative Building Having Fully Functional Testing Laboratory, Plc / Scada Rooms, Power Generation Building, Blower Building, Sludge Handling System & Other Building Required For Technology Proposed. Ocems System At Inlet & Outlet Of Stp And Master Control Station ( Mcs ) At Stp. Conference Room Suitable For 15 People, 4 Rooms With A Attached Toilet For Supervisory Staff And A Toilet Block, Drinking Water Cooler, All Office Rooms And Conference Room ( Air Conditioned ) . The Scope Also Including Ancillary Works Like Boundary Wall Of Campus With Gate, Staff Quarter Type Ii ( 06 Nos ) , Office Cum Resident Building For Jal Nigam Officers Type Iv ( 1 No. ) , Internal C.C. Roads 3.75 M Wide And 2.0 M Wide C.C. Path Ways, Water Supply Arrangement, Fire Fighting Arrangement, Land Scaping, Site Development & Require Furniture Etc. And Other Works As Defined In Bid Documents. 2 Break-Up Of Price Of Item 1 Above. 3 Civil And Structural Works ( Including That Required For Disposal And Reuse Of Treated Effluent ) 4 Supply, Installation, Testing And Commissioning Of Electro-Mechanical And Instrumentation Equipment And Accessories As Applicable Power Generation Is Optional. ( Including That Required For Disposal And Reuse Of Treated Effluent ) . 5 Ancillary Works Like Boundary Wall Of Campus With Gate, Staff Quarter Type Ii ( 6 Nos ) , Office Cum Resident Building For Jal Nigam Officers Type Iv ( G+1 ) Internal C.C. Roads 3.75 M Wide And 2.0 M Wide C.C. Path Ways, Provision For Construction Of Co-Treatment Facilitywhich Includes Infrasturcture Like, Collection Tank, Fine / Coarse Screen Sitting Chamber, Equilization Tank, Filter Press / Belt Press / Screw Press For Dewatering Etc. Of Septage / Feacal Sludge ( 10 Kld ) , Water Supply Arrangement, Fire Fighting Arrangement, Land Scaping, Site Development & Require Furniture Etc.The Road Inside The Campus Will Be Connected With All Components Of Stp, Office Building, Staff Quarter & Other Buildings. 6 Implementation Of Environmental Management Plan And Eshs-Msip, As Per Appendix 1 Of Schedule 2 ( Design Build Services ) 7 I & D Works 8 Tapping And Diversion Structuremaking Of Earthen Bund Across The Existing Drain For Diversion Of Flow. 9 Upto 3.00 M Bgl 10 Mandi Samiti Drain 11 Algarji Drain-Ii 12 R.T.O. Drain 13 Dhakpura Drain 14 Naya Bans Drain 15 Jalesar Road-Ii 16 Nagla Khan Drain 17 Tarfara Drain 18 Excavationofearth Inordinary Soil ( Loan, Clayandsand ) Fordiversionofdrain, Chamber For Depth Upto 1.50M Below G.L. Including Watering, Ramming, Dressing, Barricading Filling Back Between Wall And Foundation And Disposal Of Surplus Earth With 50M Including Supply Of All Labours And T&P Etc. Required For The Proper Completion Of Work 19 Upto 3.00 M Bgl 20 Mandi Samiti Drain 21 Algarji Drain-Ii 22 R.T.O. Drain 23 Dhakpura Drain 24 Naya Bans Drain 25 Jalesar Road-Ii 26 Nagla Khan Drain 27 Tarfara Drain 28 Supply Of 40Mm Stone Ballast In To Trench Following Drain Including Supply Of All Materials Labours And T&P Etc. Required For The Proper Completion Of Work. 29 Mandi Samiti Drain 30 Algarji Drain-Ii 31 R.T.O. Drain 32 Dhakpura Drain 33 Naya Bans Drain 34 Jalesar Road-Ii 35 Nagla Khan Drain 36 Tarfara Drain 37 Concrete In 1:4:8 With Cement, Coarse Sand And 40Mm Gauge Stone Ballast Including Supply Of All Materials, Labours And T&P Etc. Required For The Proper Completion Of Work For Nala Bed As Per Direction Of E / I. 38 Mandi Samiti Drain 39 Algarji Drain-Ii 40 R.T.O. Drain 41 Dhakpura Drain 42 Naya Bans Drain 43 Jalesar Road-Ii 44 Nagla Khan Drain 45 Tarfara Drain 46 Cement Concrete 1:2:4 In Cement Coarse Sand & Stone Grit 12 To 20 Mm Guage Including Supply Of All Material Labour And T&P Etc. Required For Proper Completion Of Work. For Making Of Nala Bed Including Its Toe Wall At Starting And End Point Of Pucca Nala Bed As Per Proposed Drawing And As Per Direction Of E / I 47 Mandi Samiti Drain 48 Algarji Drain-Ii 49 R.T.O. Drain 50 Dhakpura Drain 51 Naya Bans Drain 52 Jalesar Road-Ii 53 Nagla Khan Drain 54 Tarfara Drain 55 Reinforcedcement Concrete M30 With Src Cement Coarse Sand And 20Mm Stone Grit In Foundation Footing, Vertical Wall, Slab Etc. Excluding Supply Of Reinforcement And Its Bending But Including Its Haunching And Toe Wall At Starting And End Point Of Pucca Nala Bed As Per Proposed Drawingfixing, Bindingthesamewith0.50Mm Thickbindingwire ( Tobesuppliedbythe Contractor ) Including Of All Materials, Labour, Andt&Petc.Requiredfortheproper Completion Of Work As Per Direction Of E / I. 56 Mandi Samiti Drain 57 Algarji Drain-Ii 58 R.T.O. Drain 59 Dhakpura Drain 60 Naya Bans Drain 61 Jalesar Road-Ii 62 Nagla Khan Drain 63 Tarfara Drain 64 Supply, Installation, Testing And Commissioning Of Ci Open Channel Sluice Gates, Manually Operated, Rising Spindle Type Suitable For Mounting In Between Two Parallel Walls Of An Open Channel. Water Sealing Shall Be Provided At Two Vertical Sides And Bottom Side Of Gate Aperture By Means Of Rubber Seal, Mounted On Gate Slide And Having Forced Contact With Gate Aperture. The Gate Shall Be Designed In Such A Manner, So That It Can Be Operated At 2 Meter Head. Gate Frame & Shutter Of Ci Grade Is 210 Fg 260, Head Stock Is 210 Grade Fg 260, Hinge Pin Ss Astma276, Yoke Is Ms 2062, Flush Bottom Seal Support Bar Of Ss Astm A276 , Stem Operating Nut Astm A276., Duly Tested For Tensile Strength, Chemical Testing And Tested Shop Tested For Over All Dimensions As Per Approved Ga Drawing Complete In All Respect As Per Specification And Direction Of Engineer For Following Peak Flow Up To 28.0Mld, 3.5M Channel Depth. 65 0.50 X 0.75 M Size ( Indicative Size ) 66 2.60 X 1.00 M Size ( Indicative Size ) 67 Supply, Fabrication, Fixing And Testing Of Stainless Steel ( Ss-316 ) Manual Coarse Bar Screen With Flat Bar 50Mm X 10Mm, Spacing Of Bars 40Mm Suitable For Mounting In Channel Of Specified Size With Inclination Not More Than 45 Degree And A Movable Covered Containers Of 1 Cum Capacity Complete In All Respect As Per Technical Specification And The Direction Of The Engineer. Manually Raked Coarse Bar Screen With 50 Mm Clear Opening For Following Peak Flow And Upto 3.5M Channel Depth. 68 Mild Steel Or Iron Work In Plane Work Such As In R.C.C Work ( When Not Included In Over All Rates ) Wrought To The Required Shape As Necessary Including Bending For The Completion Of Work And Including Supply Of All Materials, Labours, T&P Etc. Complete. 69 Mandi Samiti Drain 70 Algarji Drain-Ii 71 R.T.O. Drain 72 Dhakpura Drain 73 Naya Bans Drain 74 Jalesar Road-Ii 75 Nagla Khan Drain 76 Tarfara Drain 77 Laying Of Gravity Sewer Interconnection ( Open Trench Method ) Supply & Laying Of Following Sizes Of R.C.C. Hume Pipe Np3 Class Socket Spigot Pipes, Rubber Rings Jointing Materials And Specials From Store To The Work Lowering The Same In To The Trenches Up To Depth As Specified Below G.L. True To Alignment And Gradient Including Barricading Of Site, Traffic Diversion Arrangement, Dismantling Of Roads, Mechanical / Manual Excavation, Dewatering ( As Per Requirement ) , Shoring & Timbering With Mild Steel / Wooden Planks, Construction Of Required Class Beddings, Construction Of Rcc Circular / Rectangular Or Precast Manholes In Accordance With The Provisions Laid Down In Latest Version Of Is 4111 ( Part 1 ) , Refilling Of Trenches With Proper Compaction Including Disposal Of Surplus Earth With In 8 Km Radius, Temporary / Permanent Reinstatement Of Dismantled Roads, Cost Of All Jointing Material, Testing & Commissioning Etc. Complete Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of Work. 78 Inter Connection For Algarji Drain To Ii To Algarji Drain I And Proposed Channel To Proposed Manhole, 350Mm Dia Rcc Np3 Pipe. 79 Inter Connection For Proposed Rto Drain Channel To Proposed Manhol350mm Dia Rcc Np3 Pipe. 80 Inter Connection For Proposed Dhakpura Drain Channel To Proposed Manhol600mm Dia Rcc Np3 Pipe. 81 Inter Connection For Proposed Nayabans Drain Channel To Proposed Manhol350mm Dia Rcc Np3 Pipe 82 Inter Connection For Jalesar Road Drain Ii To Jalesar Road Drain Iand Proposed Channel To Proposed Manhole, Suppy Laying And Jointing Of 450Mm Dia Rcc Np3 Pipe 83 Laying Of Gravity Intercepting Sewer ( Open Trench Method ) Supply & Laying Of Following Sizes Of R.C.C. Hume Pipe Np3 Class Socket Spigot Pipes, Rubber Rings Jointing Materials And Specials From Store To The Work Lowering The Same In To The Trenches Up To Depth As Specified Below G.L. True To Alignment And Gradient Including Barricading Of Site, Traffic Diversion Arrangement, Dismantling Of Roads, Mechanical / Manual Excavation, Dewatering ( As Per Requirement ) , Shoring & Timbering With Mild Steel / Wooden Planks, Construction Of Required Class Beddings, Construction Of Rcc Circular / Rectangular Or Precast Manholes In Accordance With The Provisions Laid Down In Latest Version Of Is 4111 ( Part 1 ) , Refilling Of Trenches With Proper Compaction Including Disposal Of Surplus Earth With In 8 Km Radius, Temporary / Permanent Reinstatement Of Dismantled Roads, Cost Of All Jointing Material, Testing & Commissioning Etc. Complete Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of Work. 84 Mandi Samiti Drain To Mps450 Mm Dia Rcc Np3 Pipe1.50 To 3.00M Bgl 85 500 Mm Dia Rcc Np3 Pipe1.50 To 3.00M Bgl 86 3.0 To 4.50M Bgl 87 4.50 To 6.0M Bgl 88 600 Mm Dia Rcc Np3 Pipe3.00 To 4.50M Bgl 89 4.50 To 6.0M Bgl 90 700 Mm Dia Np3 Pipe4.50 To 6.0M Bgl 91 800 Mm Dia Np3 Pipe4.50 To 6.0M Bgl 92 Tarfara Drain To Mps700 Mm Dia Np3 Pipeupto 4.50M Bgl 93 By Trenchless Method 94 Supply Of Mild Steel Pipes With Epoxy Painting And Installation Of Product Pipe Byas Per Concern Department Guidline Methodincluding Making Of Entry And Exit Pits, Allrelatedcivilworkslikeexcavation, Shoring / Strutting, Etc., Shieldedexcavation Through Hdd Process, Lowering Of Pipe Segments In The Jacking Pit, Laying And Jointing Of Product Pipeline Through Jacking Process From The Jacking Pit, Construction Of Required Manholes And Restoration Of Site After Project Completion. Sewer Line Crossing Below Aligarh Hathras Drain From Proposed Khan Ka Nagla Drain Tapping Arrangement Including Manholes / Chamber ( In This Case Carrier Pipe Line300 Mm Dia Ms Pipethickness 10 Mm And Its Cassing Pipe Diameter Of 500Mm Ms Pipethickness 10 Mm. 95 Supply Of Mild Steel Pipes With Epoxy Painting And Installation Of Product Pipe Byas Per Railway Guidline Methodincluding Making Of Entry And Exit Pits, Allrelatedcivilworkslikeexcavation, Shoring / Strutting, Etc., Shieldedexcavation Through Hdd Process, Lowering Of Pipe Segments In The Jacking Pit, Laying And Jointing Of Product Pipeline Through Jacking Process From The Jacking Pit, Construction Of Required Manholes And Restoration Of Site After Project Completion. Sewer Line Crossing Below Railway Track From Proposed Manhole Including Manholes / Chamber ( In This Case Carrier Pipe Line Will Not Be Less Than 500 Mm Dia Ms Pipe Minimum Thickness 10 Mm And Its Cassing Pipe Will Not Be Less Than Diameter Of 700Mm Ms Pipe Minimum Thickness 12 Mm. 96 Supply Of Mild Steel Pipes With Epoxy Painting And Installation Of Product Pipe Byas Per Railway Guidline Methodincluding Making Of Entry And Exit Pits, Allrelatedcivilworkslikeexcavation, Shoring / Strutting, Etc., Shieldedexcavation Through Hdd Process, Lowering Of Pipe Segments In The Jacking Pit, Laying And Jointing Of Product Pipeline Through Jacking Process From The Jacking Pit, Construction Of Required Manholes And Restoration Of Site After Project Completion. Required Railway Line Crossing 600 Mm Dia-Sewer Line Crossing Below Railway Track From Proposed Manhole Including Manholes / Chamber ( In This Case Carrier Pipe Line Will Not Be Less Than 600 Mm Dia Ms Pipe Minimum Thickness 10 Mm And Its Casing Pipe Will Not Be Less Than Diameter Of 800Mm Ms Pipe Minimum Thickness 12 Mm. 97 Supply Of Mild Steel Pipes With Epoxy Painting And Installation Of Product Pipe Byas Per Nh / Sh Guidline Methodincluding Making Of Entry And Exit Pits, Allrelatedcivilworkslikeexcavation, Shoring / Strutting, Etc., Shieldedexcavation Through Hdd Process, Lowering Of Pipe Segments In The Jacking Pit, Laying And Jointing Of Product Pipeline Through Jacking Process From The Jacking Pit, Construction Of Required Manholes And Restoration Of Site After Project Completion. Sewer Line Crossing Below Hathras Jalesar Road From Proposed Manhole Including Manholes / Chamber ( In This Case Carrier Pipe Line800 Mm Dia Ms Pipethickness 12 Mm And Its Casing Pipediameter Of 1000Mm Ms Pipethickness 14 Mm. 98 Sewage Pumping Stations For E&M Works 54.0 Mld And Civil Work 67.28 Mld Peak Capacity.Construction Of Mps 99 Construction Of Wet Well 100 Construction Of Screen Channels 101 Valve Chamber 102 Constructionofspecialmanhole / Commonchamberof 3.00Msquare, Anditsinterconnectionwith Adjacentmanholeofthesewerlinewiththe Appropriate Size Of Sewer Pipe Of Rcc Np3 Pipe. 103 Laying Of Rising Main 104 Supplyoffollowingdiameterdik7socket / Spigot Pipes, Rubber Rings Jointing Materials And Specials From Store To The Work Lowering The Same In To The Trenches Up To Depth As Specified Below G.L.Trueto Alignment Dismantlingof Roads, Mechanical / Manual Excavation, Dewatering, Shoring & Timbering, If Required, With Mild Steel / Wooden Planks, Refilling Of Trenches With Proper Compactionincludingdisposalofsurplusearth With In 8 Km Radius, Temporary Reinstatement Of Dismantled Roads, Cost Of All Jointing Material, Testing & Commissioning Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of Work Including Supply & Fixing Of Same Size Sluice Valves & 100 / 150 Mm Size Air Valves. 105 700 Mm Di K7 Pipe From Mps To Stp 106 E / M Works At New Mps 107 Supply, Installation, Testing And Commissioning Of Following Items / Equipment / Material With All Accessories, Labour, Material, T&P Etc. Complete As Per Is / Applicable Codes, Cpheeo Manual And As Specified In Bid Document For Proper Completion Of Work. 108 Electrical Actuator Operated Sluice Gates For Screen Chambers And By Pass Arrangement 109 Manually Cleaned Coarse Bar Screen With Ventilation Arrangement. 110 Mechanically Cleand Coarse Bar Screen With Ventilation Arrangement And Screw Conveyor Cum Compactor 111 Non Clog Sewage Submersible Pumping Plants Each Of Peak / 4 Capacity With Guide Rails, Lifting Chain. Auto Coupling System Etc. 112 Non Clog Sewage Submersible Pumping Plants Each Of Peak / 4 Capacity With Lifting Chain. Auto Coupling System Etc. ( Only Supply & Testing, For Store Stand By ) 113 C.I.D.F. Actuator Operated Sluice Valves For Individual Delivery Line Of Pumps 114 C.I.D.F. Actuator Operated Sluice Valves For Common Header And By Pass. 115 C.I.D.F. Reflex Valves For Individual Delivery Line Of Pumps. 116 D.I.D.F. / C.I.D.F. Main Piping Including Riser Pipes, Delivery Piping, Dismantling Joints, Tees, Bends, Duckfoot Bends, Distance Pieces And Other Specials, Nut Bolts, Washers, Rubber Packing, Insertions, Jointing Material, Other Required Hardware Etc. 117 Painting On Pumps, Piping And Valves Complete. 118 Soft Starters For Pumps. 119 Direct Online Electro-Magnetic Flowmeter With Cvt, Control Cables Etc. 120 Mono Rail Traveling Trolley With Chain Pulley Block ( Eot ) Of Required Capacity, Travel And Lift 121 Supply And Fixing Of Tools & Tackles, Fire Extinguishers -2 Nos., Electric Resistance Rubber Sheets- As Per Requirement, Steel Chairs- 4 Nos., Steel Almirah- 1No., Fire Bucket With Stand- 1 Set, Steel Tubular Table- 1No., Safety Equipment ( Gas Masks, Rope, Safety Belt, First Aid Kit, Oxygen Cylinder Etc. As Recommended By Cpheeo ) Etc. 122 Internal-External Electrification & Lighting For Panel Rooms, Pump House, Staff Quarter, Campus Etc. With Required Decorative Fixtures, Poles, Lamps, Distribution Boards, Wiring, Points, Led, Fluorescent Lamps, Fans, Exhaust Fans, Fittings Etc. 123 Power Wiring / Cable Of Pumping Plants ( From Lt Panel To Starter And From Starter To Pumping Plants ) With End Termination, Cable Jointing, Chequered Plates Etc. 124 Aluminium Junction Boxes For Cabling Between Starter And Pumping Plant 125 L.T. Panel Of Sps With Apfc Panel Having Required No. Of Incomings ( With Satnd By Incoming ) , Outgoings, Bus Couplers, Relays, Mfms Etc. 126 Power Wiring / Cable From Pcc ( Main Lt ) Panel Of Stp To Lt Panel Of Sps With End Termination, Cable Jointing, Chequered Plates Etc. 127 Automation-Plc / Scada System For Sewage Pumping Station ( Sps ) With All Instruments ( Pressure Transmitters For Individual Pump As Well As Common Header, Lt For Sump, Dlt For Screens, Etc. ) , Complete Cabeling / Wiring, Hmi, Cctv Cameras, Jbs, Lpbs Etc. 128 Trial-Run Of The Pumping Station And Stp For Three Months Complete In All Respect As Specified In Bid Document. 129 Operation And Maintenance For 15 Years 130 Stp ( Part A ) Operation And Maintenance Price For Treatment Of Threshold Sewage Flow Of 18 Mld At Stp & Co- Treatment Facility ( 10 Kld ) With All Civil, Electrical-Mechanical And Instrumentation Works, Effluent Chanel, Appurtenant And Other Allied Works For 15 Years As Specified In Tender Document And As Per Norms Of Cpheeo Manual On Sewerage And Sewage Treatment System-2013 ( Bidder Is Required To Quote The Year Wise O&M Price For 15 Years 131 1St Year 132 2Nd Year 133 3Rd Year 134 4Th Year 135 5Th Year 136 6Th Year 137 7Th Year 138 8Th Year 139 9Th Year 140 10Th Year 141 11Th Year 142 12Th Year 143 13Th Year 144 14Th Year 145 15Th Year 146 Part Badditionaloperation And Maintenance Price For Treatment Of Additional Sewage In Excess Of The Threshold On Per Mld Basis Flow At Stp & Co- Treatment Facility ( 10 Kld ) With All Civil, Electrical-Mechanical And Instrumentation Works, Effluent Chanel, Appurtenant And Other Allied Works For 15 Years As Specified In Tender Document And As Per Norms Of Cpheeo Manual On Sewerage And Sewage Treatment System-2013 147 1St Year 148 2Nd Year 149 3Rd Year 150 4Th Year 151 5Th Year 152 6Th Year 153 7Th Year 154 8Th Year 155 9Th Year 156 10Th Year 157 11Th Year 158 12Th Year 159 13Th Year 160 14Th Year 161 15Th Year 162 Total O&M Price- Assuming Indicative Sewage Flow Reaching The Stp C=A+B X ( X= Indicative Flow Minus Threshold Sewage Flow ) 163 1St Year ( X=18-18=0 ) 164 2Nd Year ( X=18.42-18=0.42 ) 165 3Rd Year ( X=18.84-18=0.84 ) 166 4Th Year ( X=19.26-18=1.26 ) 167 5Th Year ( X=19.68-18=1.68 ) 168 6Th Year ( X=20.10-18=2.1 ) 169 7Th Year ( X=20.52-18=2.52 ) 170 8Th Year ( X=20.94-18=2.94 ) 171 9Th Year ( X=21.36-18=3.36 ) 172 10Th Year ( X=21.78-18=3.78 ) 173 11Th Year ( X=22.20-18=4.2 ) 174 12Th Year ( X=22.62-18=4.62 ) 175 13Th Year ( X=23.04-18=5.04 ) 176 14Th Year ( X=23.46-18=5.46 ) 177 15Th Year ( X=24-18=6 ) 178 Operation And Maintenance Cost Of Mps And Rising Main With All Civil, Electrical-Mechanical And Instrumentation Works, Appurtenant And Other Allied Works For 15 Years As Specified In Tender Document And As Per Norms Of Cpheeo Manual On Sewerage And Sewage Treatment System-2013 ( Bidder Is Required To Quote The Year Wise O&M Price For 15 Years 179 1St Year 180 2Nd Year 181 3Rd Year 182 4Th Year 183 5Th Year 184 6Th Year 185 7Th Year 186 8Th Year 187 9Th Year 188 10Th Year 189 11Th Year 190 12Th Year 191 13Th Year 192 14Th Year 193 15Th Year 194 Operation And Maintenance Cost Of Mandi Samiti Drain, Algarji Drain-Ii, R.T.O. Drain, Dhakpura Drain, Naya Bans Drain, Jalesar Road-Ii, Nagla Khan Drain & Tarfara Drain I&D Works ( 08 Nos. ) , Tapping Arrangement, Related Interceptor Sewers With All Civil, Electrical-Mechanical And Instrumentation Works, Appurtment And Other Allied Works For 15 Years As Specified In Tender Document And As Per Norms Of Cpheeo Manual On Sewerage And Sewage Treatment System-2013 ( Bidder Is Required To Quote The Year Wise O&M Price For 15 Years. 195 1St Year 196 2Nd Year 197 3Rd Year 198 4Th Year 199 5Th Year 200 6Th Year 201 7Th Year 202 8Th Year 203 9Th Year 204 10Th Year 205 11Th Year 206 12Th Year 207 13Th Year 208 14Th Year 209 15Th Year 210 Total O&M Price 211 1St Year 212 2Nd Year 213 3Rd Year 214 4Th Year 215 5Th Year 216 6Th Year 217 7Th Year 218 8Th Year 219 9Th Year 220 10Th Year 221 11Th Year 222 12Th Year 223 13Th Year 224 14Th Year 225 15Th Year 226 Npv Of Total O&M 227 1St Year ( Npv Factor-0.909 ) 228 2Nd Year ( Npv Factor-0.826 ) 229 3Rd Year ( Npv Factor-0.751 ) 230 4Th Year ( Npv Factor-0.683 ) 231 5Th Year ( Npv Factor-0.621 ) 232 6Th Year ( Npv Factor-0.564 ) 233 7Th Year ( Npv Factor-0.513 ) 234 8Th Year ( Npv Factor-0.467 ) 235 9Th Year ( Npv Factor-0.424 ) 236 10Th Year ( Npv Factor-0.386 ) 237 11Th Year ( Npv Factor-0.350 ) 238 12Th Year ( Npv Factor-0.319 ) 239 13Th Year ( Npv Factor-0.290 ) 240 14Th Year ( Npv Factor-0.263 ) 241 15Th Year ( Npv Factor-0.239 ) 242 Electricity And Fuel Charges During O&M For 15 Years 243 Guaranteed Energy Consumption For 24 Mld Stp And Mps. At Hathras Npp ( Value Should Be Entered In All Cell From 23.02 To 23.07. The Permissible Value Of Maximum To Minimum Gec Quoted In Cell 23.02 To 23.07 Should Be Less Than Or Equal To 1.4 ) 244 For Flow< 20.00 Mld And Bod < 135 Mg / L 245 For Flow< 20.00 Mld And Bod > 135 Mg / L And < 165 Mg / L 246 For Flow< 20.00 Mld And Bod > 165 Mg / L 247 For Flow> 24.00 Mld And Bod < 135 Mg / L 248 For Flow> 20.00 Mld And Bod > 135 Mg / L And < 165 Mg / L 249 For Flow> 20.00 Mld And Bod > 165 Mg / L 250 Stp & Mps Average Gec 251 Power Charges For 24 Mld Stp & Mps At Hathras Npp For Indicative Flow ( =314.22 Mld X Unit Consumed / Mld X 365 X 8.5 X 1.3 ) ( Not To Be Filled By The Bidder )

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	10-May-2023	Web link for Pre bid meeting on 11.05.2023	Other	26-05-2023
2	25-May-2023	Extension of date	Date	16-06-2023
3	12-Jun-2023	Extension of bid submission	Date	26-06-2023

Refer document

INR 13662020.0 /-

Refer document

Name of Work: I & D and STP Works at Hathras Town, District Hathras

Sl. No.	Item Description
1	Design,development,supplyofequipment, erection of equipment, civil, electro mechanical andinstrumentationworks,including testing, commissioning of 24 MLD STP in NPP Hathras, District Hathras on open technology with disinfection & tertiary treatment, provision for handling Co- treatment of septage/feacal sludge (10 KLD) and allied works. The scope of work also includes providing all material, labour T&P etc. and construction of electrical sub station, D.G. Sets,substation building, meter room, panel rooms with DG sets, transformers and switch gears, Construction of transformer yard, Platform for D.G., shed over the generators,fully furnished administrative building having fully functional testing laboratory, PLC/SCADA Rooms, Power Generation building, Blower building, sludge handling system & other building required for technology proposed. OCEMS system at inlet & outlet of STP and master control station (MCS) at STP. Conference room suitable for 15 people, 4 rooms with a attached toilet for supervisory staff and a toilet block, drinking water cooler, all office rooms and conference room (Air Conditioned). The scope also including ancillary works like boundary wall of campus with gate, staff quarter type II (06 Nos), office cum resident building for jal nigam officers type IV (1 No.), internal C.C. roads 3.75 m wide and 2.0 m wide C.C. path ways, water supply arrangement, fire fighting arrangement, land scaping, site development & require furniture etc. and other works as defined in bid documents.
2	Break-up of price of item 1 above.
3	Civil and Structural Works (including that required for disposal and reuse of treated effluent)
4	Supply, installation, Testing and Commissioning of Electro-mechanical and instrumentation equipment and accessories as applicable" Power generation is optional. (including that required for disposal and reuse of treated effluent).
5	Ancillary works like boundary wall of campus with gate, staff quarter type II (6 Nos),office cum resident building for jal nigam officers type IV (G+1) internal C.C. roads 3.75 m wide and 2.0 m wide C.C. path ways, Provision for construction of Co-treatment facilitywhich includes infrasturcture like, collection tank, fine/coarse screen sitting chamber, equilization tank,filter press/belt press/screw press for dewatering etc. of septage/feacal sludge (10 KLD), water supply arrangement, fire fighting arrangement, land scaping, site development & require furniture etc.The road inside the campus will be connected with all components of STP, Office Building, Staff Quarter & other buildings.
6	Implementation of Environmental Management Plan and ESHS-MSIP, as per Appendix 1 of Schedule 2 (Design Build Services)
7	I & D Works
8	Tapping and Diversion Structure Making of earthen bund across the existing drain for diversion of flow.
9	Upto 3.00 M BGL
10	Mandi Samiti Drain
11	Algarji Drain-II
12	R.T.O. Drain
13	Dhakpura Drain
14	Naya Bans Drain
15	Jalesar Road-II
16	Nagla Khan Drain
17	Tarfara Drain
18	Excavationofearth inordinary soil(loan, clayandsand)fordiversionofdrain, chamber for depth upto 1.50m below G.L. including watering, ramming, dressing, barricading filling back between wall and foundation and disposal of surplus earth with 50M including supply of all labours and T&P etc. required for the proper completion of work
19	Upto 3.00 M BGL
20	Mandi Samiti Drain
21	Algarji Drain-II
22	R.T.O. Drain
23	Dhakpura Drain
24	Naya Bans Drain
25	Jalesar Road-II
26	Nagla Khan Drain
27	Tarfara Drain
28	Supply of 40mm stone ballast in to trench following drain including supply of all materials labours and T&P etc. required for the proper completion of work.
29	Mandi Samiti Drain
30	Algarji Drain-II
31	R.T.O. Drain
32	Dhakpura Drain
33	Naya Bans Drain
34	Jalesar Road-II
35	Nagla Khan Drain
36	Tarfara Drain
37	Concrete in 1:4:8 with cement, coarse sand and 40mm gauge stone ballast including supply of all materials, labours and T&P etc. required for the proper completion of work for nala bed as per direction of E/I.
38	Mandi Samiti Drain
39	Algarji Drain-II
40	R.T.O. Drain
41	Dhakpura Drain
42	Naya Bans Drain
43	Jalesar Road-II
44	Nagla Khan Drain
45	Tarfara Drain
46	Cement Concrete 1:2:4 in cement coarse sand & stone grit 12 to 20 mm guage including supply of all material labour and T&P etc. required for proper completion of work. For making of nala bed including its toe wall at starting and end point of pucca nala bed as per proposed drawing and as per direction of E/I
47	Mandi Samiti Drain
48	Algarji Drain-II
49	R.T.O. Drain
50	Dhakpura Drain
51	Naya Bans Drain
52	Jalesar Road-II
53	Nagla Khan Drain
54	Tarfara Drain
55	Reinforcedcement concrete M30 with SRC cement coarse sand and 20mm stone grit in foundation footing, vertical wall, slab etc. excluding supply of reinforcement and its bending but including its haunching and toe wall at starting and end point of pucca nala bed as per proposed drawingfixing,bindingthesamewith0.50mm thickbindingwire(tobesuppliedbythe contractor) including of all materials, labour, andT&Petc.requiredfortheproper completion of work as per direction of E/I.
56	Mandi Samiti Drain
57	Algarji Drain-II
58	R.T.O. Drain
59	Dhakpura Drain
60	Naya Bans Drain
61	Jalesar Road-II
62	Nagla Khan Drain
63	Tarfara Drain
64	Supply, Installation, Testing and Commissioning of CI Open Channel Sluice Gates, Manually operated, Rising Spindle type suitable for mounting in between two parallel walls of an Open Channel. Water sealing shall be provided at two vertical sides and bottom side of gate aperture by means of rubber seal, mounted on gate slide and having forced contact with gate aperture. The gate shall be designed in such a manner, so that it can be operated at 2 meter head. Gate frame & Shutter of CI Grade IS 210 FG 260, Head Stock IS 210 Grade FG 260, Hinge Pin SS ASTMA276, Yoke IS MS 2062, Flush Bottom Seal Support Bar of SS ASTM A276 , Stem Operating Nut ASTM A276., Duly tested for tensile strength, Chemical testing and tested Shop tested for over all dimensions as per approved GA drawing complete in all respect as per specification and direction of Engineer for following PEAK FLOW up to 28.0MLD, 3.5m channel depth.
65	0.50 x 0.75 m size (indicative size)
66	2.60 x 1.00 m size (indicative size)
67	Supply, fabrication, fixing and Testing of stainless steel (SS-316) Manual Coarse Bar screen with flat bar 50mm X 10mm, Spacing of bars 40mm suitable for mounting in channel of specified size with inclination not more than 45 degree and a movable covered containers of 1 cum capacity complete in all respect as per technical specification and the direction of the Engineer. Manually Raked Coarse Bar Screen with 50 mm clear opening for following PEAK FLOW and upto 3.5m channel depth.
68	Mild steel or iron work in plane work such as in R.C.C work (When not included in over all rates) wrought to the required shape as necessary including bending for the completion of work and including supply of all materials, labours, T&P etc. complete.
69	Mandi Samiti Drain
70	Algarji Drain-II
71	R.T.O. Drain
72	Dhakpura Drain
73	Naya Bans Drain
74	Jalesar Road-II
75	Nagla Khan Drain
76	Tarfara Drain
77	Laying of Gravity Sewer interconnection(Open Trench Method) Supply & laying of following sizes of R.C.C. Hume pipe NP3 Class Socket spigot pipes, rubber rings jointing materials and specials from store to the work lowering the same in to the trenches up to depth as specified below G.L. true to alignment and gradient including barricading of site, traffic diversion arrangement, dismantling of roads, mechanical/ manual excavation, dewatering (as per requirement), shoring & timbering with mild steel/ wooden planks, construction of required class beddings, construction of RCC circular/ rectangular or precast manholes in accordance with the provisions laid down in latest version of IS 4111 (Part 1), refilling of trenches with proper compaction including disposal of surplus earth with in 8 km radius, temporary/permanent reinstatement of dismantled roads, cost of all jointing material, testing & commissioning etc. complete including supply of all material, labour, T&P etc. required for proper completion of work.
78	Inter connection for Algarji drain to II to Algarji Drain I and proposed channel to proposed manhole, 350mm dia RCC NP3 Pipe.
79	Inter connection for proposed RTO drain channel to proposed manhol350mm dia RCC NP3 Pipe.
80	Inter connection for proposed Dhakpura drain channel to proposed manhol600mm dia RCC NP3 Pipe.
81	Inter connection for proposed Nayabans drain channel to proposed manhol350mm dia RCC NP3 Pipe
82	Inter connection for Jalesar road drain II to Jalesar road drain Iand proposed channel to proposed manhole,suppy laying and jointing of 450mm dia RCC NP3 Pipe
83	Laying of Gravity Intercepting Sewer (Open Trench Method) Supply & laying of following sizes of R.C.C. Hume pipe NP3 Class Socket spigot pipes, rubber rings jointing materials and specials from store to the work lowering the same in to the trenches up to depth as specified below G.L. true to alignment and gradient including barricading of site, traffic diversion arrangement, dismantling of roads, mechanical/ manual excavation, dewatering (as per requirement), shoring & timbering with mild steel/ wooden planks, construction of required class beddings, construction of RCC circular/ rectangular or precast manholes in accordance with the provisions laid down in latest version of IS 4111 (Part 1), refilling of trenches with proper compaction including disposal of surplus earth with in 8 km radius, temporary/permanent reinstatement of dismantled roads, cost of all jointing material, testing & commissioning etc. complete including supply of all material, labour, T&P etc. required for proper completion of work.
84	Mandi Samiti Drain to MPS 450 mm dia RCC NP3 Pipe 1.50 to 3.00m BGL
85	500 mm dia RCC NP3 Pipe 1.50 to 3.00m BGL
86	3.0 to 4.50m BGL
87	4.50 to 6.0m BGL
88	600 mm dia RCC NP3 Pipe 3.00 to 4.50m BGL
89	4.50 to 6.0m BGL
90	700 mm dia NP3 Pipe 4.50 to 6.0m BGL
91	800 mm dia NP3 Pipe 4.50 to 6.0m BGL
92	Tarfara Drain to MPS 700 mm dia NP3 Pipe Upto 4.50m BGL
93	By Trenchless Method
94	Supply of mild steel pipes with epoxy painting and Installation of product pipe byas per concern department guidline methodincluding making of entry and exit pits,allrelatedcivilworkslikeexcavation, shoring/strutting,etc.,shieldedexcavation through HDD process, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit,construction of required manholes and restoration of site after project completion. Sewer line crossing below Aligarh Hathras drain from proposed Khan ka nagla drain tapping arrangement including manholes/Chamber (In this case carrier pipe line300 mm dia ms pipethickness 10 mm and its cassing pipe diameter of 500mm MS pipethickness 10 mm.
95	Supply of mild steel pipes with epoxy painting and Installation of product pipe byas per Railway guidline methodincluding making of entry and exit pits,allrelatedcivilworkslikeexcavation, shoring/strutting,etc.,shieldedexcavation through HDD process, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit,construction of required manholes and restoration of site after project completion. Sewer line crossing below railway track from proposed manhole including manholes/Chamber (In this case carrier pipe line will not be less than 500 mm dia ms pipe minimum thickness 10 mm and its cassing pipe will not be less than diameter of 700mm MS pipe minimum thickness 12 mm.
96	Supply of mild steel pipes with epoxy painting and Installation of product pipe byas per Railway guidline methodincluding making of entry and exit pits,allrelatedcivilworkslikeexcavation, shoring/strutting,etc.,shieldedexcavation through HDD process, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit,construction of required manholes and restoration of site after project completion. Required Railway line Crossing 600 mm dia-Sewer line crossing below railway track from proposed manhole including manholes/Chamber (In this case carrier pipe line will not be less than 600 mm dia ms pipe minimum thickness 10 mm and its casing pipe will not be less than diameter of 800mm MS pipe minimum thickness 12 mm.
97	Supply of mild steel pipes with epoxy painting and Installation of product pipe byas per NH/SH guidline methodincluding making of entry and exit pits,allrelatedcivilworkslikeexcavation, shoring/strutting,etc.,shieldedexcavation through HDD process, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit,construction of required manholes and restoration of site after project completion. Sewer line crossing below Hathras Jalesar road from proposed manhole including manholes/Chamber (In this case carrier pipe line800 mm dia ms pipethickness 12 mm and its casing pipediameter of 1000mm MS pipethickness 14 mm.
98	Sewage Pumping Stations for E&M works 54.0 MLD and Civil work 67.28 MLD Peak Capacity. Construction of MPS
99	Construction of wet well
100	Construction of Screen Channels
101	Valve chamber
102	Constructionofspecialmanhole/commonchamberof 3.00msquare,anditsinterconnectionwith adjacentmanholeofthesewerlinewiththe appropriate size of sewer pipe of RCC NP3 pipe.
103	Laying of Rising main
104	SupplyoffollowingdiameterDIK7Socket/spigot pipes, rubber rings jointing materials and specials from store to the work lowering the same in to the trenches up to depth as specified below G.L.trueto alignment dismantlingof roads, mechanical/ manual excavation, dewatering, shoring & timbering, if required,with mild steel/wooden planks,refilling of trenches with proper compactionincludingdisposalofsurplusearth with in 8 km radius, temporary reinstatement of dismantled roads, cost of all jointing material, testing & commissioning including supply of all material, labour, T&P etc. required for proper completion of work including supply & fixing of same size sluice valves & 100/150 mm size air valves.
105	700 mm DI K7 pipe from MPS to STP
106	E/M Works at New MPS
107	Supply, installation, testing and commissioning of following items/equipment/material with all accessories, labour, material, T&P etc. complete as per IS/applicable codes, CPHEEO Manual and as specified in bid document for proper completion of work.
108	Electrical Actuator Operated Sluice Gates for screen chambers and by pass arrangement
109	Manually cleaned coarse bar screen with ventilation arrangement.
110	Mechanically cleand coarse bar screen with ventilation arrangement and screw conveyor cum compactor
111	Non clog sewage Submersible Pumping Plants each of peak/4 capacity with guide rails, lifting chain. Auto coupling system etc.
112	Non clog sewage Submersible Pumping Plants each of peak/4 capacity with lifting chain. Auto coupling system etc. (only Supply & Testing, for store stand by)
113	C.I.D.F. actuator operated sluice valves for individual delivery line of pumps
114	C.I.D.F. actuator operated sluice valves for Common Header and by pass.
115	C.I.D.F. Reflex valves for individual delivery line of pumps.
116	D.I.D.F./C.I.D.F. main piping including riser pipes, delivery piping, dismantling joints, Tees, Bends, Duckfoot bends, distance pieces and other specials, nut bolts, washers, rubber packing, insertions, jointing material, other required hardware etc.
117	Painting on pumps, piping and valves complete.
118	Soft Starters for pumps.
119	Direct online Electro-magnetic flowmeter with CVT, control cables etc.
120	Mono Rail Traveling Trolley with chain pulley block (EOT) of required capacity, travel and lift
121	Supply and fixing of tools & tackles, fire extinguishers -2 Nos., electric resistance rubber sheets- as per requirement, steel chairs- 4 nos., steel almirah- 1no., fire bucket with stand- 1 set, steel tubular table- 1no., safety equipment(Gas Masks, rope, safety belt, first aid kit, oxygen cylinder etc. as recommended by CPHEEO) etc.
122	Internal-external electrification & lighting for panel rooms, pump house, staff quarter, campus etc. with required decorative fixtures, poles, lamps, distribution boards, wiring, points, LED, fluorescent lamps, fans, exhaust fans, fittings etc.
123	Power wiring/cable of pumping plants(from LT panel to starter and from starter to pumping plants) with end termination,cable jointing, chequered plates etc.
124	Aluminium Junction Boxes for cabling between starter and pumping plant
125	L.T. Panel of SPS with APFC panel having required no. of incomings (with satnd by incoming), outgoings, bus couplers, relays, MFMs etc.
126	Power wiring/cable from PCC(Main LT) Panel of STP to LT panel of SPS with end termination,cable jointing, chequered plates etc.
127	Automation-PLC/SCADA system for sewage pumping station (SPS) with all instruments (pressure transmitters for individual pump as well as common header, LT for sump, DLT for screens, etc.), complete cabeling/wiring, HMI, CCTV Cameras, JBs, LPBS" etc.
128	Trial-run of the Pumping Station and STP for three months complete in all respect as specified in bid document.
129	Operation and Maintenance for 15 Years
130	STP (PART A) Operation and Maintenance Price for Treatment of threshold sewage flow of 18 MLD at STP & Co- Treatment facility (10 KLD) with all civil, electrical-mechanical and instrumentation works, effluent chanel, appurtenant and other allied works for 15 years as specified in tender document and as per norms of CPHEEO manual on Sewerage and Sewage Treatment System-2013 (Bidder is required to quote the year wise O&M price for 15 years
131	1st year
132	2nd year
133	3rd year
134	4th year
135	5th year
136	6th year
137	7th year
138	8th year
139	9th year
140	10th year
141	11th year
142	12th year
143	13th year
144	14th year
145	15th year
146	PART B AdditionalOperation and Maintenance Price for Treatment of additional sewage in excess of the threshold on per MLD basis flow at STP & Co- Treatment facility (10 KLD) with all civil, electrical-mechanical and instrumentation works, effluent chanel, appurtenant and other allied works for 15 years as specified in tender document and as per norms of CPHEEO manual on Sewerage and Sewage Treatment System-2013
147	1st year
148	2nd year
149	3rd year
150	4th year
151	5th year
152	6th year
153	7th year
154	8th year
155	9th year
156	10th year
157	11th year
158	12th year
159	13th year
160	14th year
161	15th year
162	Total O&M Price- assuming indicative Sewage Flow reaching the STP C=a+b x (x= indicative flow minus threshold sewage flow)
163	1st year (X=18-18=0)
164	2nd year (X=18.42-18=0.42)
165	3rd year (X=18.84-18=0.84)
166	4th year (X=19.26-18=1.26)
167	5th year(X=19.68-18=1.68)
168	6th year(X=20.10-18=2.1)
169	7th year(X=20.52-18=2.52)
170	8th year(X=20.94-18=2.94)
171	9th year (X=21.36-18=3.36)
172	10th year (X=21.78-18=3.78)
173	11th year (X=22.20-18=4.2)
174	12th year (X=22.62-18=4.62)
175	13th year (X=23.04-18=5.04)
176	14th year (X=23.46-18=5.46)
177	15th year (X=24-18=6)
178	Operation and Maintenance cost of MPS and rising main with all civil, electrical-mechanical and instrumentation works, appurtenant and other allied works for 15 years as specified in tender document and as per norms of CPHEEO manual on Sewerage and Sewage Treatment System-2013 (Bidder is required to quote the year wise O&M price for 15 years
179	1st year
180	2nd year
181	3rd year
182	4th year
183	5th year
184	6th year
185	7th year
186	8th year
187	9th year
188	10th year
189	11th year
190	12th year
191	13th year
192	14th year
193	15th year
194	Operation and Maintenance cost of Mandi Samiti Drain, Algarji Drain-II, R.T.O. Drain, Dhakpura Drain, Naya Bans Drain, Jalesar Road-II, Nagla Khan Drain & Tarfara Drain I&D works (08 Nos.), tapping arrangement, related interceptor sewers with all civil, electrical-mechanical and instrumentation works,appurtment and other allied works for 15 years as specified in tender document and as per norms of CPHEEO manual on Sewerage and Sewage Treatment System-2013 (Bidder is required to quote the year wise O&M price for 15 years.
195	1st year
196	2nd year
197	3rd year
198	4th year
199	5th year
200	6th year
201	7th year
202	8th year
203	9th year
204	10th year
205	11th year
206	12th year
207	13th year
208	14th year
209	15th year
210	Total O&M Price
211	1st year
212	2nd year
213	3rd year
214	4th year
215	5th year
216	6th year
217	7th year
218	8th year
219	9th year
220	10th year
221	11th year
222	12th year
223	13th year
224	14th year
225	15th year
226	NPV of total O&M
227	1st year (NPV Factor-0.909)
228	2nd year(NPV Factor-0.826)
229	3rd year(NPV Factor-0.751)
230	4th year(NPV Factor-0.683)
231	5th year(NPV Factor-0.621)
232	6th year(NPV Factor-0.564)
233	7th year(NPV Factor-0.513)
234	8th year(NPV Factor-0.467)
235	9th year(NPV Factor-0.424)
236	10th year(NPV Factor-0.386)
237	11th year(NPV Factor-0.350)
238	12th year(NPV Factor-0.319)
239	13th year(NPV Factor-0.290)
240	14th year(NPV Factor-0.263)
241	15th year(NPV Factor-0.239)
242	Electricity and fuel charges during O&M for 15 Years
243	Guaranteed Energy Consumption for 24 MLD STP and MPS. At Hathras NPP (Value should be entered in all cell from 23.02 to 23.07. The permissible value of maximum to minimum GEC quoted in cell 23.02 to 23.07 should be less than or equal to 1.4)
244	For flow< 20.00 MLD and BOD < 135 mg/L
245	For flow< 20.00 MLD and BOD > 135 mg/L and < 165 mg/L
246	For flow< 20.00 MLD and BOD > 165 mg/L
247	For flow> 24.00 MLD and BOD < 135 mg/L
248	For flow> 20.00 MLD and BOD > 135 mg/L and < 165 mg/L
249	For flow> 20.00 MLD and BOD > 165 mg/L
250	STP & MPS Average GEC
251	Power Charges for 24 MLD STP & MPS at Hathras NPP for Indicative Flow (=314.22 MLD X Unit Consumed/MLD X 365 X 8.5 X 1.3) (Not to be filled by the bidder)
252	Add GST (Excluding Sl.No. 23,25)
253	Land requirement (sqm) - 24 MLD STP and MPS at (Circle rate is Rs 6500 per sq.m.) (Bidder is required to quote the land requirement under column M of this row including land required for Solar Power Plant if proposed, subject to available land i.e. 29975 sqm)
254	Total in Figures (based on NPV of O&M Price and including Land Price)
255	Total in Figures (based on actual O&M Price and excluding Land Price)