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| 1 | Cost of Design, Development, Construction, Testing and Successful Commissioning of 22 MLD STP : Construction of one no. 22 MLD Sewage Treatment Plant on any proven technology to meet the KPI\"s as specified in bid document along with construction of Co-treatment facility of required capacity, Clear Water Sump & Pump House, admin building, DG/Transformer yard, laboratory, boundary wall, Guard Room, Sludge handling facility, campus development, water supply, drainage, sewerage facility, approach & Internal Road, internal & external electrification, online monitoring facility, SCADA with all electro-mechanical components along with appurtenant works described in detail in bid document. |
| 2 | Break-up of Price Item 1 above |
| 3 | Civil and Structural Works (including there equirement of Disposal and Facility for reuse of treated effluent) |
| 4 | Supply, Installation, Testing and Commissioning of Electro-mechanical and Instrumentation equipment and accessories (including required fo Disposal and Facility for resue of treated effluent) |
| 5 | Ancillary Works-admin building, DG/Transformer yard, laboratory, boundary wall, Guard Room, Sludge handling facility, campus development, water supply, drainage, sewerage facility, approach & Internal Road etc. |
| 6 | Nalla Tapping Arrangements: |
| 7 | Nalla Tapping Arrangement: Survey, design and construction of suitable size R.C.C. (M-30) Drain tapping structure (weir) of following drain with RCCM-30 River Training works at up stream and down stream of tapping point up to suitable length and installation of reqquired number Stainless Steel sluice gates to regulate the flow along with construction of inlet channel and installation of stainless steel coarse screen and installation of online flow measuring instrument and proper arrangement for operating platform. |
| 8 | Piliyakhal Drain |
| 9 | Main Pumping Station (MPS) |
| 10 | MPS at Piliyakhal Design and construction of main pumping station of 22 MLD capacity10.00 m Dia including construction of Sump well, of suitable depth receiving chamber, screen chamber, Pump house, Panel room, DG/Transformer yard, Panel & PLC Room Boundary wall, RCC retaining wall on two sides along Assi Drain, internal road, site development works along with supply, installation and commissioning of suitable capacity non-clog submersible pumps (MOC- Casing- 2%NiCI, Impeller- ASTM CF8M, Shaft & Shaft sleeve- ASTM SS 410) capable of pumping 100 mm particle with necessary accesseries such as motors, panals, cabeling, valves, pipings etc, D.G. set of electrical sub station of suitable capacity with necessary accessaries, one no. Electromagnetic Flowmeter cum totalizer having charecteristics/MOC: Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L /Housing : Die Cast Aluminium or CS /Power Supply: 90-230 V AC / Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2\"NPT /Accuracy : 0.5%, Automation of MPS, two nos Mechanical screens, one no. Manual screen, two nos. Transformers and Substation, provision for supply and installation of 5T capacity chain pulley block with traveling trolley with 15 meter lift with girder etc with necessary tools and spares, provision for testing of each pump set, valves etc. at manufacturer works and at site, painting of all pumps piping and valves with two coat enamel paint, supply and installation of AMF panel with associated works, supply and installation of actuated sluice gates with associated works etc. including Installation, commissioning and testing of all E&M equipments complete to the satisfaction of engineer in charge. Civil components of the MPS shall be designed for 26 MLD capacity. |
| 11 | Rising main |
| 12 | Rising main from Piliyakhal MPS to STP: Design, Supply and laying of 600 mm diameter DI K-7 pipe Pressure Pipes (S&S) with out side Zinc coating with finishing layer of Bitumen and have factory internal cement mortar lining in SRC cement for sewerage confirming to IS 8329:2000 (amended upto date) with push on type EPDM \"ISI marked\" rubber gasket (including cost of rubber gasket) joining as per IS 5382 specifications with hydraulic field testing, commissioning as per specifications, providing, Erecting, Testing, Commissioning of C.I. double ball orifice type Air Valve, construction of air valve chamber as per type design including supply & fixing of SFRC cover, Providing, Erecting, Testing, Commissioning, of Scour/Drain Valve with construction of chambers including dismantellin & restoration of road, excavation by manually or mechanically in inordinary soil (earth, sand, loam & clay) including ramming dressing, leveling by manually or mechanically, refilling of trenches in 15cm layer watering and ramming the same including removal of surplus earth or other dismantled material upto a distance of 500 m from the centre of trenches/trenchless technology, construction of required necessary thrust blocks, construction of R.C.C. bridge on pile foundation above HFL for crossing of Drain etc complete to the satisfaction of engineer in charge. |
| 13 | Treated Effluent Pipe Line |
| 14 | 22MLD Piliyakhal STP- Design, Supply and laying of 600 mm diameter DI K7 from STP to outfall point with suitable outfall structure to discharge effluent with protection works true to alignment and slope as per design, excavation, jointing, hydraulic testing and commissioning with necessary timbering, proper barricading approved by engineer in charge, bedding, backfilling with fine sand (Ganga) dismanteling and restoration of roads as required, shifting & reinstatement of existing utilities if any, bailing out of water, construction of R.C.C. chambers with SFRC cover as per CPHEEO manual, disposal of surplus earth as per direction of engineer in charge, reinstatement of dismantelled roads including supply of all materials, labor and T&P etc. complete to the satisfaction of engineer in charge. |
| 15 | Cost of Design, Development, Construction, Testing and Successful Commissioning of 2.38 MLD WWTP at Bhairav Garh:Construction of one no. 2.38 MLD Waste Water Treatment Plant on any proven technology to meet the KPI\"s as specified in bid document along with, construction of Co-treatment facility of required capacity, Clear Water Sump & Pump House, admin building, DG/Transformer yard, laboratory, boundary wall, Guard Room , Sludge handling facility, campus development, water supply, drainage, sewerage facility, approach & Internal Road, internal & external electrification, online monitoring facility, SCADA with all electro-mechanical components along with appurtenant works described in detail in bid document. |
| 16 | Break-up of Price Item 6 above |
| 17 | Civil and Structural Works (including there equirement of Disposal and Facility for reuse of treated effluent) |
| 18 | Supply, Installation, Testing and Commissioning of Electro-mechanical and Instrumentation equipment and accessories including equipment for electricity generation from Solar Photovaoltaic arrangement (including required fo rDisposal and Facility for resue of treated effluent) |
| 19 | Ancillary Works-admin building, DG/Transformeryard, laboratory, boundary wall, Guard Room, Sludge handling facility, campus development, water supply, drainage, sewerage facility, approach & Internal Road etc. |
| 20 | Nalla Tapping Arrangements: |
| 21 | Nalla Tapping Arrangement: Survey, design and construction of suitable size R.C.C. (M-30 )Drain tapping structure(weir) of following drain with RCCM-30 River Training works at up stream and down stream of tapping point up to suitable length and installation of reqquired number Stainless Steel sluice gates to regulate the flow along with construction of inlet channel and installation of stainless steel coarse screen and installation of online flow measuring instrument and proper arrangement for operating platform. |
| 22 | Bhairav Garh Drain |
| 23 | Main Pumping Station (MPS) |
| 24 | MPS at Bhairav Garh Design and construction of main pumping station of 2.38 MLD capacity 3.00 M dia. including construction of Sump well of suitable depth, receiving chamber, screen chamber, Pump house, Panel room, DG/Transformer yard, Panel & PLC Room Boundary wall, RCC retaining wall on two sides along internal road, site development works along with supply, installation and commissioning of suitable capacity non-clog submersible pumps (MOC- Casing- 2%NiCI, Impeller- ASTM CF8M, Shaft & Shaft sleeve- ASTM SS 410) capable of pumping 100 mm particle with necessary accesseries such as motors, panals, cabeling, valves, pipings etc, D.G. set and electrical sub station of suitable capacity with necessary accessaries, one no. Electromagnetic Flowmeter cum totalizer having charecteristics/MOC: Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L /Housing : Die Cast Aluminium or CS /Power Supply: 90-230 V AC / Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2\"NPT /Accuracy : 0.5%, Automation of MPS, two nos Mechanical screens, one no. Manual screen, two nos. Transformers and Substation, provision for supply and installation of 5T capacity chain pulley block with traveling trolley with 15 meter lift with girder etc with necessary tools and spares, provision for testing of each pump set, valves etc. at manufacturer works and at site, painting of all pumps piping and valves with two coat enamel paint, supply and installation of AMF panel with associated works, supply and installation of actuated sluice gates with associated works etc. including Installation, commissioning and testing of all E&M equipments complete to the satisfaction of engineer in charge. Civils component of the MPS shall be designed for 3.30 MLD capacity. |
| 25 | Rising main |
| 26 | Rising main from Bhairavgarh MPS to STP: Design, Supply and laying of 200 mm diameter DI K-7 pipe Pressure Pipes (S&S) with out side Zinc coating with finishing layer of Bitumen and have factory internal cement mortar lining in SRC cement for sewerage confirming to IS 8329:2000 (amended upto date) with push on type EPDM \"ISI marked\" rubber gasket (including cost of rubber gasket) joining as per IS 5382 specifications with hydraulic field testing, commissioning as per specifications, providing, Erecting, Testing, Commissioning of C.I. double ball orifice type Air Valve, construction of air valve chamber as per type design including supply & fixing of SFRC cover Providing, Erecting, Testing, Commissioning, of Scour/Drain Valve with construction of chambers including dismantellin & restoration of road, excavation by manually or mechanically in inordinary soil (earth, sand, loam & clay) including ramming dressing, leveling by manually or mechanically, refilling of trenches in 15cm layer watering and ramming the same including removal of surplus earth or other dismantled material upto a distance of 500 m from the centre of trenches/trenchless technology, construction of required necessary thrust blocks, construction of R.C.C. bridge on pile foundation above HFL for crossing of Drain etc complete to the satisfaction of engineer in charge. |
| 27 | Treated Effluent Pipe Line |
| 28 | 2.38 MLD Bhairav Garh WWTP- Design, Supply and laying of 200 mm diameter DI K7 pipe from STP to outfall point with suitable outfall structure to discharge effluent with protection works true to alignment and slope as per design, excavation, jointing, hydraulic testing and commissioning with necessary timbering, proper barricading approved by engineer in charge, bedding, backfilling with fine sand (Ganga) dismanteling and restoration of roads as required, shifting & reinstatement of existing utilities if any, bailing out of water, construction of R.C.C. Chambres with heavy duty SFRC covers as per CPHEEO manual, disposal of surplus earth as per direction of engineer in charge, reinstatement of dismantelled roads including supply of all materials, labor and T&P etc. complete to the satisfaction of engineer in charge. |
| 29 | Implementation of Environmental Management Plan and ESHS, as per Appendix 1 of Schedule 2 (Design Build services) |
| 30 | OPERATION AND MAINTENANCE FOR 15 YEARS [NON-POWER] |
| 31 | 22 MLD STP (PART A)Operation and Maintenance Price for Treatment of threshold sewage flow for 22 MLD STP at Piliyakhal (excluding cost of Power and Fuel) with all Civil, Electrical, Mechanical & Instrumentation works, effluent channel and appurtenanat and allied works for 15 years as specified in then tender document and as per norms of CPHEEO manual on Sewerage and Sewage Treatment Systems 2013 (excluding Power and Fuel Cost)[The bidder need to ensure that quoted value per year shall not be less than 3% of the Design- Build price of 22 MLD STP i.e. 3% on sum of sl.no.1.01 to 1.04 ] |
| 32 | 1st year |
| 33 | 2nd year |
| 34 | 3rd year |
| 35 | 4th year |
| 36 | 5th year |
| 37 | 6th year |
| 38 | 7th year |
| 39 | 8th year |
| 40 | 9th year |
| 41 | 10th year |
| 42 | 11th year |
| 43 | 12th year |
| 44 | 13th year |
| 45 | 14th year |
| 46 | 15th year |
| 47 | PART BAdditional Operation and Maintenance Price for Treatment of additional sewage in excess of the threshold on per MLD basis flow for 22 MLD STP |
| 48 | 1st year |
| 49 | 2nd year |
| 50 | 3rd year |
| 51 | 4th year |
| 52 | 5th year |
| 53 | 6th year |
| 54 | 7th year |
| 55 | 8th year |
| 56 | 9th year |
| 57 | 10th year |
| 58 | 11th year |
| 59 | 12th year |
| 60 | 13th year |
| 61 | 14th year |
| 62 | 15th year |
| 63 | Total O&M Price- assuming indicative Sewage Flow reaching the STP C=a+bx*365 (x= indicative flow minus threshold sewage flow) |
| 64 | 1st year (X=18.29-18.29=0) |
| 65 | 2nd year (X=18.56-18.29=0.27) |
| 66 | 3rd year (X=18.83-18.29=0.54) |
| 67 | 4th year (X=19.10-18.29=0.81) |
| 68 | 5th year (X=19.37-18.29=1.08) |
| 69 | 6th year (X=19.64-18.29=1.35) |
| 70 | 7th year (X=19.91-18.29=1.62) |
| 71 | 8th year (X=20.18-18.29=1.89) |
| 72 | 9th year (X=20.45-18.29=2.16) |
| 73 | 10th year (X=20.72-18.29=2.43) |
| 74 | 11th year (X=20.99-18.29=2.70) |
| 75 | 12th year (X=21.26-18.29=2.97) |
| 76 | 13th year (X=21.56-18.29=3.24) |
| 77 | 14th year (X=21.80-18.29=3.51) |
| 78 | 15th year (X=22.06-18.29=3.77) |
| 79 | 2.38 MLD STP (PART A)Operation and Maintenance Price for Treatment of threshold sewage flow of 2.38 MLD STP at Bhairav Garh (excluding cost of Power and Fuel) with all Civil, Electrical, Mechanical & Instrumentation works, effluent channel and appurtenanat and allied works for 15 years as specified in then tender document and as per norms of CPHEEO manual on Sewerage and Sewage Treatment Systems 2013 (excluding Power and Fuel Cost)[The bidder need to ensure that quoted value per year shall not be less than 3% of the Design- Build price of 2.38 MLD STP i.e. 3% on sum of sl.no.6.01 to 6.04] |
| 80 | 1st year |
| 81 | 2nd year |
| 82 | 3rd year |
| 83 | 4th year |
| 84 | 5th year |
| 85 | 6th year |
| 86 | 7th year |
| 87 | 8th year |
| 88 | 9th year |
| 89 | 10th year |
| 90 | 11th year |
| 91 | 12th year |
| 92 | 13th year |
| 93 | 14th year |
| 94 | 15th year |
| 95 | PART BAdditional Operation and Maintenance Price for Treatment of additional sewage in excess of the threshold on per MLD basis flow for 2.38 MLD STP |
| 96 | 1st year |
| 97 | 2nd year |
| 98 | 3rd year |
| 99 | 4th year |
| 100 | 5th year |
| 101 | 6th year |
| 102 | 7th year |
| 103 | 8th year |
| 104 | 9th year |
| 105 | 10th year |
| 106 | 11th year |
| 107 | 12th year |
| 108 | 13th year |
| 109 | 14th year |
| 110 | 15th year |
| 111 | Total O&M Price- assuming indicative Sewage Flow reaching the STP C=a+bx*365 (x= indicative flow minus threshold sewage flow) |
| 112 | 1st year (X=2.00-2.00=0) |
| 113 | 2nd year (X=2.03-2=0.03) |
| 114 | 3rd year (X=2.06-2=0.060) |
| 115 | 4th year (X=2.09-2.0=0.090) |
| 116 | 5th year (X=2.12-2.0=0.12) |
| 117 | 6th year (X=2.15-2.0=0.15) |
| 118 | 7th year (X=2.18-2.0=0.18) |
| 119 | 8th year (X=2.21-2.0=0.21) |
| 120 | 9th year (X=2.24-2.0=0.24) |
| 121 | 10th year (X=2.27-2.0=0.27) |
| 122 | 11th year (X=2.30-2.0=0.30) |
| 123 | 12th year (X=2.33-2.0=0.33) |
| 124 | 13th year (X=2.36-2.0=0.36) |
| 125 | 14th year (X=2.37-2.0=0.37) |
| 126 | 15th year (X=2.38-2.0=0.38) |
| 127 | Operation and Maintenance cost (excluding cost of Power and Fuel) of 22 MLD MPS, Nala tapping, Rising Main with all Civil, Electro-mechanical and instrumentation works and appurtenant and allied works for 15 years and specified in the tender document and as per norms of CPHEEO manual on Sewerage and Swage Treatment System 2013. [The bidder need to ensure that quoted value per year shall not be less than 3% of the Design- Build price of 22 MLD MPS i.e. 3% on sum of sl.no.2.01 to 5.01] |
| 128 | 1st year |
| 129 | 2nd year |
| 130 | 3rd year |
| 131 | 4th year |
| 132 | 5th year |
| 133 | 6th year |
| 134 | 7th year |
| 135 | 8th year |
| 136 | 9th year |
| 137 | 10th year |
| 138 | 11th year |
| 139 | 12th year |
| 140 | 13th year |
| 141 | 14th year |
| 142 | 15th year |
| 143 | Operation and Maintenance cost (excluding cost of Power and Fuel) of 2.38 MLD MPS, Nala tapping, Rising Main with all Civil, Electro-mechanical and instrumentation works and appurtenant and allied works for 15 years and specified in the tender document and as per norms of CPHEEO manual on Sewerage and Swage Treatment System 2013. [The bidder need to ensure that quoted value per year shall not be less than 3% of the Design- Build price of 2.38 MLD MPS i.e. 3% on sum of sl.no.7.01 to 10.01] |
| 144 | 1st year |
| 145 | 2nd year |
| 146 | 3rd year |
| 147 | 4th year |
| 148 | 5th year |
| 149 | 6th year |
| 150 | 7th year |
| 151 | 8th year |
| 152 | 9th year |
| 153 | 10th year |
| 154 | 11th year |
| 155 | 12th year |
| 156 | 13th year |
| 157 | 14th year |
| 158 | 15th year |
| 159 | Total O &M Price (22MLD+2.38 MLD STP, MPS & SPS) |
| 160 | 1st year |
| 161 | 2nd year |
| 162 | 3rd year |
| 163 | 4th year |
| 164 | 5th year |
| 165 | 6th year |
| 166 | 7th year |
| 167 | 8th year |
| 168 | 9th year |
| 169 | 10th year |
| 170 | 11th year |
| 171 | 12th year |
| 172 | 13th year |
| 173 | 14th year |
| 174 | 15th year |
| 175 | NPV of total O&M |
| 176 | 1st year (NPV Factor-0.909) |
| 177 | 2nd year (NPV Factor-0.826) |
| 178 | 3rd year (NPV Factor-0.751) |
| 179 | 4th year (NPV Factor-0.683) |
| 180 | 5th year (NPV Factor-0.621) |
| 181 | 6th year (NPV Factor-0.564) |
| 182 | 7th year (NPV Factor-0.513) |
| 183 | 8th year (NPV Factor-0.467) |
| 184 | 9th year (NPV Factor-0.424) |
| 185 | 10th year (NPV Factor-0.386) |
| 186 | 11th year (NPV Factor-0.35) |
| 187 | 12th year (NPV Factor-0.319) |
| 188 | 13th year (NPV Factor-0.29) |
| 189 | 14th year (NPV Factor-0.263) |
| 190 | 15th year (NPV Factor-0.239) |
| 191 | GUARANTEED ENERGY CONSUMPTION (GEC) for STPs for 15 years |
| 192 | Guaranteed Energy Consumption for 22 MLD STP at Piliyakhal for the first month after COD |
| 193 | For flow upto 18 MLD and BOD ≤ 70mg/L (40% weightage) |
| 194 | For flow upto 18 MLD and BOD > 70mg/L (10% weightage) |
| 195 | For flow >18 MLD and BOD ≤ 70 mg/L (40% weightage) |
| 196 | For flow >18 MLD and BOD > 70 mg/L (10% weightage) |
| 197 | STP Average GEC |
| 198 | Power Charges for 22 MLD STP at Piliyakhal (= Sum of Indicative FlowsX Units Consumed/MLD X 365 X 8.5 X 1.25) (Not to be filled by the Bidder) |
| 199 | Guaranteed Energy Consumption for 2.38 MLD STP at Bhairavgarh for the first month after COD |
| 200 | For flow upto 2 MLD and BOD ≤ 70mg/L (40% weightage) |
| 201 | For flow upto 2 MLD and BOD > 70mg/L (10% weightage) |
| 202 | For flow >2 MLD and BOD ≤ 70 mg/L (40% weightage) |
| 203 | For flow >2 MLD and BOD > 70 mg/L (10% weightage) |
| 204 | STP Average GEC |
| 205 | Power Charges for 2.38 MLD STP at Piliyakhal (= Sum of Indicative FlowsX Units Consumed/MLD X 365 X 8.5 X 1.25) (Not to be filled by the Bidder) |
| 206 | GUARANTEED ENERGY CONSUMPTION (GEC) for 22 MLD MPS and SPS at Piliakahal for the first month after COD |
| 207 | Guaranteed Energy Consumption for 22 MLD MPS at Piliyakhal for the first month after COD (= Sum of Indicative Flows X Units Consumed/MLD X 365 X 8.5 X 1.25) (Value should be entered in cell Sl. no. 23.01 |
| 208 | GUARANTEED ENERGY CONSUMPTION (GEC) for 2.38 MLD MPS and SPS at Bhaiavgarh for the first month after COD |
| 209 | Guaranteed Energy Consumption for 2.00 MLD MPS at Bhairav garh for the first month after COD (= Sum of Indicative Flows X Units Consumed/MLD X 365 X 8.5 X 1.25) (Value should be entered in cell Sl. no. 24.01) |
| 210 | Land Requirement |
| 211 | Land requirement (sqm) - 22 MLD STP at Piliykhal Drain (Circle rate is Rs 20000 per sq.m.) (Bidder is required to quote the land requirement under colum 5 |
| 212 | Land requirement (sqm) - 22 MLD STP at Piliykhal Drain (Circle rate is Rs 20000 per sq.m.) (Bidder is required to quote the land requirement under colum 5 |
| 213 | Gross & Captive Power Generation For information Purpose |
| 214 | A. Gross and Captive Power Generation at 22 MLD STP at Piliyakhal site |
| 215 | A1. Capacity of onsite Captive Solar Power Plant, if proposed |
| 216 | A2. Average Power Generation from Solar Power Plant, if proposed |
| 217 | A3. Average Power Generation from Biogas Power Plant, if proposed |
| 218 | A4. Average Power Generation from Micro Hydel Power Plant, if proposed |
| 219 | A5. Total Average Guaranteed Energy Consumption (STP & Associated Infrastructure) from State Power Grid |
| 220 | A6. Total Energy Available from all sources (sum of A2 to A5) |
| 221 | A7. Total Energy Requirement for Operating the STP and Associated Infrastructure. |
| 222 | Total - Design-Build Price (Capex part) |
| 223 | Total - O&M cost (Non-Power) |
| 224 | Total - NPV of O&M cost |
| 225 | Total - Guaranteed Energy Consumption |
| 226 | Total Land Cost |
| 227 | Total Bid Price based on actual O&M cost and excluding Land Price (exclusive of GST) |
| 228 | GST @ 18% on Design-Build Price (Capex Part) + O&M Cost (Non-Power) |
| 229 | Total Bid Price based on actual O&M cost and excluding Land Price (inclusive of GST) Please Enable Macros to View BoQ information |
