tender for Jahanaganj Nagar Panchayat Water Supply Scheme Under Amrut 2.0, District- Azamgarh Construction Of Oht, Tube Well, Rising Main, Distribution System, Pump House, Boundary Wall, Gate, Site Development, Renovation Of Existing Facilities, Including Plc Scada Automation And Other Appurtenant Works, Survey, Soil investigation, Design, Supply of all materials, labour, T&P etc. for Construction, Erection, Completion, Testing & Commissioning of Water Supply Works such as Over Head Tank, Tube well, Rising Main, Distribution System, Pump House, Boundary wall, Gate, Site Development, Renovation of existing facilities, including PLC SCADA Automation and other appurtenant works of water supply as specified in tender document ofJahanaganj Nagar Panchayat Water Supply Scheme, District- Azamgarhon Turnkey Basis. The Scope of work also includes trial & run of 3 months and Defect Liability period of 12 months for Civil Works & 24 months for E&M works after completion of successful Trial run. All completed and commissioned works of above scheme shall be handed over to concerned ULB, 1 Jahanaganj Nagar Panchayat Water Supply Scheme(CIVIL WORKS ) 2 BOUNDARY WALL, GATE, APPROACH ROAD 3 Construction of 1.3 m high and 115 mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick masonry in 1 cement and 4 sand mortar, the spacing between two pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m, with 0.5 m barbed wire fencing at the site of water works as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc.for proper completion of work as per instructions of Engineer -in -charge. 4 Supply and fixing of 3.6 m x 1.20 m MS gateincluding fabrication and supply of steel and construction of bounary wall pillars of size 1.35mx0.30mx0.30m with ornamental brick work 115mm th. around RCC, as per departmental type design and drawingand as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer-in-charge. 5 Supply and fixing of 1.2m wide MS wicket gate including fabrication and supply of steel and construction of boundary wall pillars etc. as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer-in-charge. 6 Construction of Interlocking pavement Road for approach to water works, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials , labour, T&P etc.required for proper completion of work as per instructions of Engineer -in -charge. 7 Earth filling work for proper leveling of water work site, in accordance with the contour map and Grid map of existing site enclosed including leveling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer -in -charge. 8 Provide all materials, labour, T&P etc. complete for construct of Drain as per the specifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete and horiculture for site devlopment of water works as per instructions of Engineer -in -charge. 9 PUMP HOUSE 10 Provide all materials, labour, T&P etc. complete and construct Pump house size (3.00 x 3.60) m Chlorinating room size (1.8 x 2.5)m with bye pass chamber(1.00x1.00x1.15)m as per departmental type design and drawing (drawing no-D-2) and as per the specifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in -charge. 11 OVERHEAD TANK (FOR ZONE -1) 12 Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of 800 KL capacity with 20 Meter staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456Seismiceffects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M30 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia, Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of C.I.D/F Pipes of appropriate size with C.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S. specificationswith all jointing materials for proper completion of work,Testing Bearing Capacity of soil,Supply and Fixing of appropriate size Electrically operated D/F Sluice Valve / Butter Fly Valves as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound, Painting of all concrete surface and steel pipe works with three coats of approved cement paint and anticorrosive paints. 13 Inlet pipe 200 mm dia =29m (staging : 20 and below G.L. floor and apron : 5 and inside the tank :4)(Pump 2) 14 Provision for Bulk Water Meter 15 Super Dry Dial, Woltman Type, Removable Mechanism Water Flow Meter FLANGED Ends.Magnetic Drive.Vacuum Sealed Totaliser / Register.Encapsulated in Polymer Housing , having 5mm Thick toughened glass for clear visibility,having reading in m³, body / casing made from cast iron with high quality fusion bonded powder coating inside and outside the meter body for Max. corrosion protection,Temp. suitability max. upto 45°C and Conforming to ISO: 4064 Class ‘B’ accuracy 16 100 mm 17 Radar type Level transmitter 18 OVERHEAD TANK (FOR ZONE -3) 19 Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of 1000 KL capacity with 18 Meter staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456Construction of New Master ControlRoom (10 m x 5.156 m) for Scada system/ Admin Building/ Lab as per norms includingElectrification works , Sanitation and water supply. Seismiceffects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M30 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia, Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of C.I.D/F Pipes of appropriate size with C.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S. specificationswith all jointing materials for proper completion of work,Testing Bearing Capacity of soil,Supply and Fixing of appropriate size Electrically operated D/F Sluice Valve / Butter Fly Valves as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound, Painting of all concrete surface and steel pipe works with three coats of approved cement paint and anticorrosive paints. 20 Inlet pipe 150 mm dia =27m (staging : 18 and below G.L. floor and apron : 5 and inside the tank :4)(Pump 2&3) 21 Provision for Bulk Water Meter 22 Super Dry Dial, Woltman Type, Removable Mechanism Water Flow Meter FLANGED Ends.Magnetic Drive.Vacuum Sealed Totaliser / Register.Encapsulated in Polymer Housing , having 5mm Thick toughened glass for clear visibility,having reading in m³, body / casing made from cast iron with high quality fusion bonded powder coating inside and outside the meter body for Max. corrosion protection,Temp. suitability max. upto 45°C and Conforming to ISO: 4064 Class ‘B’ accuracy 23 100 mm 24 Radar type Level transmitter 25 REPARING OF OVERHEAD TANK (ZONE-4) 26 Removing with Concrete,Hached,roughened an clean throughly of OHT column including labour T&P etc complete. 27 R.C.C. with1:1.5:3 Cement, coarse sand Stone grit in Beam Slab Column 28 Repairing of railing of stair and balcony with 20mm GI Pipe including changing of old pipe and reflexing new pipe with labour and T&P complete. 29 Repairing of OHT for Scafolding (Shuttering, centring & shoring etc) for repairing of OHT for scafolding (Shuttering, centring & shoring etc) with all material, labour T&P complete. 30 Painting two coats of approved paint Apex Ultima of varnish including supply of all materials, labour and T&P etc required for proper completion of the work in OHT. 31 Inlet pipe 100 mm dia =25m (staging : 16 and below G.L. floor and apron : 5 and inside the tank :4)(Pump 2) 32 Provision for Bulk Water Meter 33 Super Dry Dial, Woltman Type, Removable Mechanism Water Flow Meter FLANGED Ends.Magnetic Drive.Vacuum Sealed Totaliser / Register.Encapsulated in Polymer Housing , having 5mm Thick toughened glass for clear visibility,having reading in m³, body / casing made from cast iron with high quality fusion bonded powder coating inside and outside the meter body for Max. corrosion protection,Temp. suitability max. upto 45°C and Conforming to ISO: 4064 Class ‘B’ accuracy 34 100 mm 35 Radar type Level transmitter 36 RISING MAIN 37 Supply of following Sizes of D.I. pipes class K-9 with all jointing materials as per I.S. 8329/2000 or its latest amendments including F.O.R. destination and all taxes and insurance etc. complete. 38 200 mm dia class K-9 39 150 mm dia class K-9 40 100 mm dia class K-9 41 Supply of following sizes C.I. Sluice Valves/Scour Valves with Cap/Air Valve capable of with standing working pressure of 10 Kg/cm2 including F.O.R. destination and all taxes and insurance etc. complete. 42 200 mm dia 43 150 mm dia 44 100 mm dia 45 Excavation of earth for pipeline work with lift upto 1.5 and lead upto 50M filling back the earth into trenches including watering and ramming and disposal of surplus material with in 50M lead etc. complete. 46 Excavation in Ordinary Soil 47 Supply of all materials and construct following type valve chambers complete as per typedesign. 48 Masonary Type Chamber 49 Surface Box Type 50 Cartage from store to site of work following D.I. Pipe with specials, lowering the same into trenches and laying true to alignment and gradient, including jointing properly, testing of pipe line (but excluding the cost of trenching and cutting of pipes for making the length) etc. complete. 51 200 mm dia 52 150 mm dia 53 100 mm dia 54 Carting of following sizes CI/DF Sluice Valve/C.I. Air Valve and specials from departmental store to site of work and lowering them into the trenches, fixing in position and jointing them with pipeline and testing etc. complete. 55 Sluice valve 56 200 mm dia 57 150 mm dia 58 100 mm dia 59 Dismantling of following type road and stacking of useful material. 60 Bitumen Road 61 Reinstatement of following road charges to be paid to PWD/Loacal Body. 62 Bitumen Road 63 THRUST BLOCK 64 RCC with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1.5:3 for thrust block of pipeline excluding supply of reinforcement and its bending but including its fixing and binding wire in proportion, necessary centering and shuttering including curing and supply of all materials, labours T&P etc. required for proportion completion of work. 65 Mild steel or iron work in RCC work brought to required shape as necessary including bending for proper completion of work. 66 DISTRIBUTION SYSTEM 67 Supply of following sizes and type of pipes with all jointing materials such as socket, rubber gasket as per IS 4984/2016 and IS 8329/2000 or their latest amendment including F.O.R. destinationand all taxes and insurance etc. with loading, unloading and stacking all complete. 68 HDPE Pipe, PE-100 , PN-6 69 110 mm dia 70 140 mm dia 71 160 mm dia 72 DI K-7 Pipes 73 200 mm dia 74 250 mm dia 75 300 mm dia 76 Carting of following size & type of pipes and specials from departmental store to site of work and lowering them into the trenches and laying true to alignmentand gradient and jointing with electro-fusion joints etc. complete (including testing of pipe lines and cutting of pipes for making up the length excluding the cost of trenches). 77 HDPE Pipe, PE-100 78 110 mm dia 79 140 mm dia 80 160 mm dia 81 DI K-7 Pipes 82 200 mm dia 83 250 mm dia 84 300 mm dia 85 Excavation for ordinary soil and soil mixed with mooram, shingle, kankar for pipeline work in requireing the use of special T&P such as pickaxes, sabbals, etc. and lift up to 1.5 M and lead up to 50 M including filling back the excavated earth into the trenches with watering, ramming and disposal of surplus earth with in 50 M lead. 86 Excavation in Ordinary Soil 87 Supply of following sizes C.I.D./F Sluice valve including F.O.R. destination and taxes and insurance etc. complete as per relevant IS. 88 C. I. D/F Sluice Valve 89 100 mm dia 90 125 mm dia 91 200 mm dia 92 250 mm dia 93 300 mm dia 94 Scour Valve 80 mm dia 95 Fire Hydrant 80 mm dia 96 C.I. Single ball type Air Valve 50 mm dia 97 Carting of following sizes C.I.D./F Sluice Valve and specials from departmental store to site of work and lowering them into the trenches, fixing in position and jointingthem with pipelines and testing etc. complete (including supply of jointing materials). 98 C. I. D/F Sluice Valve 99 100 mm dia 100 125 mm dia 101 200 mm dia 102 250 mm dia 103 300 mm dia 104 Scour Valve 80 mm dia 105 (b) Fire Hydrant 80 mm dia 106 (c)C.I. Single ball type Air Valve 50 mm dia 107 Supply of all materials and construct following chambers as per type design with supply of all labour, T&P etc. complete. 108 (i)Masonary Type 109 (ii) Fire Hydrant Chamber 110 (iii) Air Valve Chamber 111 (iv) Surface Box Type 112 Dismentalling of following type road and stacking of useful material and temporary Reinstatement of road with old materials etc. complete. 113 BT Road 114 BOE Road 115 C.C. Road 116 IL Road 117 Reinstatement of following road charges to be paid to PWD/Local Body. 118 BT Road 119 BOE Road 120 C.C. Road 121 IL Road 122 Making House Connection with 20mm (OD) HPDE pipe with (63mm to 160mm) distribution main. 123 Provision for crossings of Drain/Culvert. Upto 300mm dia (width- 3.5 M) 124 STAFF QUARTER 125 Provide all materials labour, T&P etc. and construct single room staff quarter at water works site identified by the Engineer-in-charge as per department type design and drawing and specifications of civil works laid down in the bid document, including all material labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge. (Drawing No.D-7) 126 GROUND WATER RECHARGING WELL 127 Constructinon of setting tank as per type design including filling of filter media etc proper completion of works 128 Constraction of 110 mm bore hole for 30 M depth and lowering PVC plain 18M and 110 mm PVC slatted 12M ,Total-30 M pipe 129 Constraction of Semi Circular Drain/Drainage works 130 Leveling and dressing of water works compound for proper slope for harvesting ofrainwater with filling of additional earth etc all complet. 131 E&M WORKS 132 Zone-1 133 TRANSPORTATION 134 RIG MACHINE 135 Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 136 AIR COMPRESSOR 137 Transportation of 350 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 138 O.P. UNIT 139 Transportation of 2 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 140 CONSTRUCTION OF TUBE WELL (DRILLING) As per IS 2800 (Part I & II) 141 Drilling of BORE 142 Logging of Bore 143 Drilling of 600mm dia bore from G.L. to 65m BGL. 144 Drilling of 450mm dia bore from 66m BGL to 100m BGL. 145 Drilling of 450mm dia bore from 101m BGL to 200m BGL. 146 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL- 147 Lowering of 300mm X 150mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 180m BGL. 148 Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL. 149 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 61m BGL to 100m BGL. 150 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 180m BGL. 151 MATERIALS 152 TUBE WELL: ASSEMBLY (As per IS 4270, IS 8110) 153 300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 150mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick ,M.S. ring ,100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respect . 154 150mm dia MSERW 7.1mm thick plain /slotted pipe including withM.S ring 100X12mmthick , 1 noM.S. bail plug ,center guide etc comp in all respect. 155 PEA-GRAVEL (As per IS 4097) 156 1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. 157 DEVELOPMENT OF TUBE WELL 158 Development of tube well by 350 PSI air compressor 159 Development of tube well by 350 PSI air compressor 160 Development of tube well by 2 cusec O.P. Unit 161 Development of tube well by 2 cusec O.P. Unit. 162 Welding of Tube well cover by Electric welding 163 TEST 164 Chemical and bacteriological test. 165 PUMP SET: 166 1000 LPM, 58m head 1450rpm, 25H.P. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989), Switch gear with soft starter and cable 167 MAIN PIPING AND VALVES: 168 SITC of 100mm dia size main piping and valves with 36mtr column pipe, Automatic chlorination system (SCADA compatable), power wiring, earthing, painting, tool set, wiring of pump house, chain pulley block and gauges complete in all respect with all required material, T& P labour. 169 SITC of 40 KVA voltage stabilizer . 170 Spare pumping set including power cable, terminal kits complete in all respect 171 Three Month Trial & Run Cost ZONE 1 172 Zone-3 173 TRANSPORTATION 174 RIG MACHINE 175 Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 176 AIR COMPRESSOR 177 Transportation of 350 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 178 O.P. UNIT 179 Transportation of 2 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 180 CONSTRUCTION OF TUBE WELL (DRILLING) As per IS 2800 (Part I & II) 181 Drilling of BORE 182 Logging of Bore 183 Drilling of 600mm dia bore from G.L. to 65m BGL. 184 Drilling of 450mm dia bore from 66m BGL to 100m BGL. 185 Drilling of 450mm dia bore from 101m BGL to 200m BGL. 186 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL- 187 Lowering of 300mm X 150mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 180m BGL. 188 Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL. 189 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 61m BGL to 100m BGL. 190 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 180m BGL. 191 MATERIALS 192 TUBE WELL: ASSEMBLY (As per IS 4270, IS 8110) 193 300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 150mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick ,M.S. ring ,100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respect . 194 150mm dia MSERW 7.1mm thick plain /slotted pipe including withM.S ring 100X12mmthick , 1 noM.S. bail plug ,center guide etc comp in all respect. 195 PEA-GRAVEL (As per IS 4097) 196 1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. 197 DEVELOPMENT OF TUBE WELL 198 Development of tube well by 350 PSI air compressor 199 Development of tube well by 350 PSI air compressor 200 Development of tube well by 2 cusec O.P. Unit 201 Development of tube well by 2 cusec O.P. Unit. 202 Welding of Tube well cover by Electric welding 203 TEST 204 Chemical and bacteriological test. 205 PUMP SET: 206 850 LPM, 56m head 1450rpm, 20H.P. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) Switch gear with soft starter and cable 207 MAIN PIPING AND VALVES: 208 SITC of 100mm dia size main piping and valves with 36mtr column pipe, Automatic chlorination system (SCADA compatable), power wiring, earthing, painting, tool set, wiring of pump house, chain pulley block and gauges complete in all respect with all required material, T& P labour. 209 SITC of30 KVA voltage stabilizer . 210 Spare pumping set including power cable, terminal kits complete in all respect 211 Three Month Trial & Run Cost ZONE 3 212 Estimate of Zone 4 pumping plant 213 Spare pumping set including power cable, terminal kits complete in all respect 214 UNIT ESTIMATE of SCADAfor TUBEWELL Zone - 1,3& 4 215 CE & UL approved manufacturer’s RTU/ PLC in IP 65 encloser suitable to communicate with GSM based modem unit with CPU and power supply with analog and digital parameter and features as specified, onefor each tubewellto store and transmit data on GSM backbone. RTU/PLC designed with logic to transfer data at multiple stations 216 G.S.M./G.P.R.S. based wireless communication with 4G Modem for RTU/ PLC Capable to transfer and gather data from remote sites to control stations, all accessories included with signal enhancer anteena made for pumping plant 217 CE / UL certified Intelligent smart energy meter 218 Motor OperatedActuator with Sluice Valve 219 CE / UL certified Electromagneticflowmeter. 220 Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) . 221 CE / UL certified Hydrostatatic type sub soil water level transmitter for Tubewell. 222 CE / UL certified Pressure Transmitter 223 CE / UL certified Surge protector for control panel 224 CE / UL certified 7 HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters 225 Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse and OHT 226 Control panel with IP 54 protection, industrial grade fro all equipments (separate for control (24V) and power equipments. 227 Installation, commissioning & testing 228 Test and trial run for 3 Months period 229 CE / UL certified Radar type level transmitter for OHT with installation 230 Master Control Station (MCS) 231 CE & BIS approved manufacturers industrial grade LCD monitor with latest configuration as per specification of size 65 232 Desktop/PC with i7 processor for as per spec mentioned in technical bid documents. 233 CE/UL approved manufacturers 3 KVA UPS with batteries as spec. mentioned for STP and Computer as per requirement 234 Full development version of required TAGS SCADA Software with costomization of software for MCS as per required as per spec mentioned in technical bid documents. 235 CE & UL approved manufacturers control room PLC with CPU & power supply at MCS in IP65 enclosure as per spec. mentioned 236 CE/UL certified field gateway agent for transfering data from MCS to control room 237 GSM based wireless / broadband/Equipment communication system for PLC capable to transfer and gather data from remote sites to control stations, including all accessories complete 238 CE/UL approved manufacturers Firewall for network protection 239 Lightning surge protector for ethernet communication protection 240 CE/UL approved manufacturers industrial grade ethernet switch 241 Mobile App facility system architecture complete. 242 Supply and Installation 1.5 Ton AC ( make Voltas, O-General)with stabilizer and other required item for installation 243 Canon/HP 1018/equivalent Laser printer with chair and table. 244 Security Survelliance IP camera 245 Installation, testing and commissioning with required furniture,Air Conditioner etc 246 Test and trial run
