Tender For Bahua Nagar Panchayat Water Supply Scheme In District Fatehpur Under Amrut 2.0 Programme, Bahua N ... in India

Work Detail

Tender For Bahua Nagar Panchayat Water Supply Scheme In District Fatehpur Under Amrut 2.0 Programme, Bahua Nagar Panchayat Water Supply Scheme District-Fatehpur Sl. No. Item Description 1 Civil Works 2 Construction of R.C.C Overhead Tank 3 Submission of vetted design, drawing and Supply of all materials, labour, T&P etc. and construct an RCC over head tank of M-30 concrete with following capacity with minimum freeboard of 15cm, RCC staircase and 1.2m wide balcony, G.I. Pipe and angle iron posts around the balcony and at the dome periphery, two column RCC staircasewith SS railing in a slope of 3:1 from the balcony to the top of tank and inside the tank, supply and fixing 10mm gauge M.H. cover of 60cm x 60cm size with locking device, ventilator, lightening conductor,digitalwater level indicator, fixing of puddle collars and bell mouths, supply and fixing M.S. clamps with RCC coloumn, 25 mm thick PCC 1:2:4 floor over 80 mm PCC 1:4:8 in appron, 150 mm semicircular drain around the tank, escape channel of 20m length, box type enclosure at the entrance of the staircase having locking arrangements, water proofing, three coats of approved quality Apex paint and testing of tank for water tightness etc. and including testing bearing capacity of soil , site clearance and other unforeseen items as per specifications in tender document and manuals etc. The depth of foundation is minimum 2.50m from existing Ground level on pile/ raft foundation or at more depth based on design of tank for which no extra claim shall be entertained. Made up level of OHt shall be taken as 0.60m above road level. Extra earth required for made up level shall be arranged by the contractor at his own cost.All works complete upto the satisfaction of Engineer-in-charge. 4 Supply and fixing of C.I D/F pipes with required specials such as reducers, duck foot bend, bell mouth etc in inlet of the tank including supply of MS clamps, rubber insertion sheet, nut bolts, washer etc complete as detaileda. C.I D/f pipe inlet - 2nos of 200mm diab. C.I D/f pipe outlet - 2nos of 350mm diac. C.I D/f pipe overflow - 2nos of 150mm diad. C.I D/f pipe washout - 1nos of 150mm dia 5 Supply and fixing of C.I D/F sluice valves as per IS code including supply of jointing materials , rubber insertion sheet, nut bolts, washer etc complete as detaileda. C.I D/f pipe inlet - 2nos of 200mm diab. C.I D/f pipe outlet - 2nos of 350mm diac. C.I D/f pipe overflow - 2nos of 150mm diad. C.I D/f pipe washout - 1nos of 150mm dia 6 Supply of materials, labour, T&P and construct brick masonary sluice valve chamber including RCC cover as per type dept. design at inlet, outlet and washout pipes. The RCC cover shall be casted in SS channel section with handles on both sides. (Chambers for washout and overflow may be combined) 7 The words U.P.Jal nigam (Urban) stating year of construction, capacity of OHT as per directions of Engineer-in-charge shall be painted prominently in letter not less than 30 cm in height. Maintenance for 12 months including supply of all materials etc complete. 8 Zone-II 9 600 KL @ 20m staging 10 RENOVATION OF EXISTINGOVER HEAD TANK WHICH INCLUDES FOLLOWING ITEMS:- Providing and erection of scaffolding and shuttering material like challi, gurra, nail, bans, ballia, patra etc. required for complete of work on all surgace area of OHT from top dome to G.L. so as to give strong and safe plateform to workers to work on all part of OHT for repair and strengthning as per direction of engineer incjharge. Surface Preparation- The surface of structure to be treated for strengthning shall be reoughened properly either by raking joints or by haching the cement concrete surface with a specially made haching tool or otherwise alternatively to /make the surface rough and dust free by providing spatter key or wire brush. Injection grouting in vertical surface/wall placing and fixing nozzle by drilling machine in tank wall having minimum dia of nozzle 15mm and provide on a regular interval not exceeding 1m including construction joints. Injection of pidicrete AM (Ploymer based on shrinkage high strength grout) admisxed with cement through nozle under pressure by sump @ 250gms per bag of cement sealing the nozzle after frounting with Ploymer product mixed with cement, making tank body in working and seapage free condition. Change of steel ladder inside the tank, repair of MH cover of top dome, change of mosqeuto jali with new one complete. Supply and fixing of 20mm dia G.I.Pipe railing in stair case and balcony. (Taking only 25% new and 75% old materials) Laying and fixing of 3mm thick MS wire mesh on roof of slab for nominal reinforcement including cost of all labour, materials, T&P etc required for completion of work. 25 mm thick 1:2:4 plain cement concrete flooring in apron with cement coarse sand and 20mm gauge stone ballast, laid in panels Finished with 3mm floating coat of neat cement of cement including 75mm thick base concrete of 1:4:8 including supply of all material. Painting of outer surface of OHT with weather proof paint (like apex etc.) as per direction of engineer in-charge. Painting of iron work with 1 coat primer & 2 coats of approved emultion paint as per direction of engineer incharge 11 Supply and installation of CI D/F inlet pipe, outlet pipe, washout pipe, overflow pipes and connecting sluice valves, fire hydrant valves of required dia and construction of masonary chambers. All necessary work required for proper functioning of tank upto the satisfaction of Engineer-in-charge 12 Zone-I, 650KL 18m staging 13 Construction of Pump Houses 14 Provide all materials, labour, T&P etc. complete and construct Pump house size (3.6x3.0)m Chlorinating room size (1.8 x 2.5x 3.0)m as per departmental type design and specifivations given in tender document including supply of labour, material etc for completion of works upto the satisfaction of Engineer-in-charge 15 Zone-I & Zone-II 16 Renovation of Pump house 17 Provide all materials, labour, T&P etc. complete to renovate existing Pump house size cum Chlorinating room as per departmental type design, replacement of damaged pipes and valves, electrical fittings, pumps ,motor etcas deemed necessary and as per directions of Engineer-in-charge 18 Distribution Network 19 Supply of the following D.I. pipes (k-7) including specials conforming to I.S -8329/2000 or its latest amendment(s). Including F.O.R. destinations rate per metre in Rs., anywhere in U.P. including cost of one Rubber Gasket per pipe length & inclusive of all Taxes & Duties, Third Party Inspection Charges, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc. 20 Zone-I 21 350 mm diaD.I. (K-7 pipes) 22 250mm diaD.I. (K-7 pipes) 23 200 mm diaD.I. (K-7 pipes) 24 Zone-II 25 200 mm diaD.I. (K-7 pipes) 26 Supply of the following HDPE Pipes PN-6/ PE-100 including electrofusion specials as per I.S. code no. 4984/14151/ 12786/13488 or its latest amendment in coils/ slandered lengths with necessary jointing material like elctrofusion coupler for Joints/ junctions, flanged joint, inclusive of third party inspection charges packing and forwarding charges, transit insurance charges, road transportation charges etc. F.O.R. destination etc. complete 27 Zone-I 28 160 mm dia HDPE Pipe PN‐6: Class PE‐100 29 140 mm dia HDPE Pipe PN‐6: Class PE‐100 30 110 mm dia HDPE Pipe PN‐6: Class PE‐100 31 Zone-II 32 160 mm dia HDPE Pipe PN‐6: Class PE‐100 33 140 mm dia HDPE Pipe PN‐6: Class PE‐100 34 110 mm dia HDPE Pipe PN‐6: Class PE‐100 35 Excavation for pipeline trenches in ordinary soil (loam,clay or sand) including lift upto 1.5m and lead upto 50m and refilling, watering, ramming of excavted earth in to the trenches and disposal of surplus earth upto 50m from the center of the trenches. D.I.( K-7) pipes. Guidelines on Environmental construction and demolition (C&D) wastes and GRAP circulated by Central Pollution Control board 2017 and its latest ammendments shall be adhered to for excavation of trench during laying of pipeline. Surplus material after backfilling shall be immediately removed from site and temporary restoration shall be done to make road motorable 36 Zone-I 37 Zone-II 38 Carting from the following sizes of D.I.Pipes (class K-7) and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient, cutting of pipes, making joints including cost of jointing material, rubber rings, labour, T&P etc including hydraulic testing of pipeline. It includes making alignment on city roads, making of trial pits to investigate location of various undergroung services like telephone cables, electric cables, existing water and sewer lines complete required for proper completion of work. only SBR rubber gaskets to be used as per IS 5382 and IS 12820 including making bypass arrangement. 39 Zone-I 40 350 mm dia. D.I. (K-7 pipes) 41 250 mm dia. D.I. (K-7 pipes) 42 200 mm dia. D.I. (K-7 pipes) 43 Zone-II 44 200 mm dia. D.I. (K-7 pipes) 45 Carting from the following sizes of HDPE PN-6/ PE-100 and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient, cutting of pipes, making joints including cost of jointing material, rubber rings, labour, T&P etc including hydraulic testing of pipeline. It includes making alignment on city roads, making of trial pits to investigate location of various undergroung services like telephone cables, electric cables, existing water and sewer lines complete required for proper completion of work. only SBR rubber gaskets to be used as per IS 5382 and IS 12820 including making bypass arrangement.Jointing between HDPE pipes shall be done as per latest IS: 7634 part-II. only bar coded electro-fusion machine (automatically readable) that can read the bar code of the fittings automatically 46 Zone-I 47 160 mm dia HDPE Pipe PN‐6: Class PE‐100 48 140 mm dia HDPE Pipe PN‐6: Class PE‐100 49 110 mm dia HDPE Pipe PN‐6: Class PE‐100 50 Zone-II 51 160 mm dia HDPE Pipe PN‐6: Class PE‐100 52 140 mm dia HDPE Pipe PN‐6: Class PE‐100 53 110 mm dia HDPE Pipe PN‐6: Class PE‐100 54 Supply of the following dia of valves, class I, working pressure 10 Kg/cm2 confirmingto IS: 780/1969 or its latest amendments, F.O.R. destination, carting and lowering them into the already preparedtrenches, fixing in position and jointingthem with pipelines and testing etc. completeand also including supply of jointing materials etc. complete .including alltaxes and insurance, as per instructions of Engineer -in -charge. 55 Sluice/wheel valve (Surface Box type) 56 250∅ 57 200∅ 58 150∅ 59 125∅ 60 100∅ 61 Scour Valve - 80 mm dia 62 Air valve - 50 mm dia 63 Fire Hydrant - 80 mm dia. 64 Dismantling of roads for laying of pipe line including sorting out and stacking of serviceable materials, stacking and disposal of unserviceable materials including dismantling and cleaning of septic tanks if any 65 Zone-I 66 B.O.E road 67 Bituminous road 68 Cement Concrete Road 69 Interlocking Road / Paver 70 Zone-II 71 B.O.E road 72 Bituminous road 73 Cement Concrete Road 74 Interlocking Road / Paver 75 Reinstatement of following type of roads dismantled during laying of pipe line including leakage repair if any and supply of all materials, labour and T & P etc. required for proper completion of the work. 76 Zone-I 77 B.O.E road 78 Bituminous road 79 Cement Concrete Road 80 Interlocking Road (40 % new & 60% quantity old bricks) 81 Zone-II 82 B.O.E road 83 Bituminous road 84 Cement Concrete Road 85 Interlocking Road (40 % new & 60% quantity old bricks) 86 Provision of Road Cutting and reinstatement for PWD Roads for both zones of any thickness including cleaning of debris, removal of materials and restoring the same to originl condition as per PWD norms 87 Supply of all labour, materials, T&P etc. all complete and construction of following valve chambers as per type design.for both zones 88 Sluice valve (masonary type) 89 Sluice/ wheel Valve ( surface box type) 90 Air valve 91 Fire hydrant 92 Nala crossing/culvert/ Road crossing more than 3.5m width with carrier pipe including proper encasing of pipe and restoring the drain to original condition inluding supply of all materials, labour, T&P etc complete upto the satisfaction of Engineer-in-charge 93 Nala crossing (small) upto 3.5m width with carrier pipe and restoring the drain to original condition 94 Road Crossing upto 3.5m including dismantling, reinstatement etc all complete as per the directions of Engineer-incharge 95 House Connection 96 Provision of new single brass tap ferrule water house hold Connection with fixing of saddle (electrofusion tapping saddle) for making connection with HDPE distribution pipeline minimum 10m, DI strap saddle, ferrule for making connection with pipes other than HDPE, connection fittings, GM ferrule of 15mm dia including brass tape with welded, 20mm dia (OD) HDPE pipe (PE-100/ PN-12.5) and 20mm dia OD G.I pipe (minimum 1m) Class B upto house holder as per type design drawings and .including excavation, laying and jointing for proper completion of workas per instructions of Engineer-in-charge. Making house connection with all data like AAdhar Card/ address proof/mobile no and geotagging of house connections 97 Zone-I 98 250 mm dia.-300 mm dia 99 200 mm dia.-250 mm dia 100 140 mm dia-180 mm dia HDPE Pipe PN‐6: Class PE‐100 101 90 mm dia-110 mm dia HDPE Pipe PN‐6: Class PE‐100 102 Zone-II 103 200 mm dia.-250 mm dia 104 140 mm dia-180 mm dia HDPE Pipe PN‐6: Class PE‐100 105 90 mm dia-110 mm dia HDPE Pipe PN‐6: Class PE‐100 106 Provision of reinstatement work for water house hold Connection including supply of all materials, labour and T & P etc. required for proper completion of the work. 107 Zone-I 108 Bituminous Road 109 Cement Concrete road 110 Interlocking Road / Paver 111 Zone-II 112 Bituminous Road 113 Cement Concrete road 114 Interlocking Road / Paver 115 Shifting of existing house connections in different sizes of pipes including supply, carting of specials, lowering them into trenches, cutting, fixing them in proper alignment and jointing including necessary excavation for connection etc all complete 116 Provision of interconnection in existing pipe network AC/PVC/ DI/HDPE pipe including supply, carting of specials, lowering them into trenches, cutting, fixing in proper alignment including bailing out wateretc all necessary works complete upto the satisfaction of Engineer-in-charge 117 200 mm dia.-250mm dia 118 140 mm dia-180mm dia 119 90 mm dia-125 mm dia 120 Rising Main 121 Supply of following sizes (D.I.) pipes for rising main conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS‐1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including supply and fixing of specials all required for making lengths of these pipes complete as per instructions of Engineer ‐in ‐ charge. 122 Zone-I 123 TW1 to OHT 150 mm dia K‐9 124 Zone-II 125 TW1 to OHT 150 mm dia K‐9 126 Excavation for pipeline trenches in ordinary soil (loam,clay or sand) including lift upto 1.5m and lead upto 50m and refilling, watering, ramming of excavted earth in to the trenches and disposal of surplus earth upto 50m from the center of the trenches. D.I.( K-7) pipes. Guidelines on Environmental construction and demolition (C&D) wastes and GRAP circulated by Central Pollution Control board 2017 and its latest ammendments shall be adhered to for excavation of trench during laying of pipeline. Surplus material after backfilling shall be immediately removed from site and temporary restoration shall be done to make road motorable 127 Carting from the following sizes of D.I.Pipes (class K-7) and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient, cutting of pipes, making joints including cost of jointing material, rubber rings, labour, T&P etc including hydraulic testing of pipeline. It includes making alignment on city roads, making of trial pits to investigate location of various undergroung services like telephone cables, electric cables, existing water and sewer lines complete required for proper completion of work. only SBR rubber gaskets to be used as per IS 5382 and IS 12820 including making bypass arrangement. 128 Zone-I 129 150 mm dia K‐9 130 Zone-II 131 150 mm dia K‐9 132 Supply & fixing of following sizes of C.I. Double flanged sluice valves as per I.S. 780/1969 class - 1 F.O.R. destination including all taxes and insurance. 133 150mm dia 134 250mm dia 135 Supply of all materials,labour,T & P etc. and construct following valve chambers. 136 1) Sluice Valve chambers 137 Supply of all materials,labour, and T & P etc. and construct R.C.C. M-20 thrust blocks. For 200mm Dia pipe Includingsupply of mild steel reinforcement, its bending , fixing and bending with 0.50mm thick binding wire, necessary centering and shuttering including curing etc all complete 138 Dismantling of roads for laying of pipe line including sorting out and stacking of serviceable materials, stacking and disposal of unserviceable materials including dismantling and cleaning of septic tanks if any 139 Zone-I 140 Bituminous road 141 Interlocking Road / Paver 142 Reinstatement of following type of roads dismantled during laying of pipe line including leakage repair if any and supply of all materials, labour and T & P etc. required for proper completion of the work. 143 Zone-I 144 Bituminous road 145 Interlocking Road (40 % new & 60% quantity old bricks) 146 Supply of all labour, materials and T & P etc. and construct boundary wallas per approved drawing for OHT and Pumping stations including earth filling as deemed necessary for proper completion of work 147 Supply of all labour ,materials and T & P etc .and provide 3.60 m wide M.S. gate and 1 m wide wicket gate with pillars as per department type design drawing. 148 Construction of MCS Room (11.0 x 5.0 x 4.0m)including all labour,machinery etc and electrical fittings as per directions of Engineer-in-charge 149 Construction of 3.5m wide Cement interlocking tiles of approved thickness approach road to OHT and pumping station including preparation of subgrade with lean concrete 1:6:12, 8 cm thick and sand 5 cm thick supply of materials, labour etc all complete 150 Construction of Staff Quarter as per departmental type design including all elctrical and plumbing fittings and all works upto the satisfaction of Engineer-in-charge.(Zone-II) 151 Construction of Groundwater recharging unit by rain water harvesting in water works compound 152 ZONE-01 153 TRANSPORTATION 154 Transportation, Erection & Dismantling of Rig Machine 155 Transportation of Tubewell Assembly 156 Transportation, Erection & Dismantling of 350 PSI air compressore 157 Transportation, Erection & Dismantling of 3 Cusec O.P Unit 158 DC Drilling upto 200 M 159 Drilling of 625 mm. dia bore from G.L. to 70 m BGL. 160 Drilling of 500 mm.dia bore from 70 M bglto 100 m BGL. 161 Drilling of 500 mm.dia bore from 100 M bglto 200 m BGL. 162 Bentonite Clay 163 Flushing of Bore 164 Electrical Logging of the Bore 165 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF PEA GRAVEL 166 300mm dia MS ERW pipe from G.L. to 65 mBGL 167 200 mm.dia M.S ERWplain/ slotted pipe from 65 m BGL to 100 m BGL 168 200 mm.dia M.S ERWplain/ slotted pipe from 100 m BGL to 180 m BGL 169 Supply of 1.6 mm to 4.8 mm size pea gravel duly screened and washed as per IS 4097 170 TUBE WELL ASSEMBLY : 171 300 mm.dia size 172 200 mm.dia size 173 DEVELOPMNET OF TUBE WELL 174 Development of Tube well by 350 PSI Compressor 175 Development of Tube well by 3 Cusec O.P. Unit 176 TEST : 177 Chemical and Bacteriological test of water sample from departmental approved lab 178 DEVELOPMENT OF EXISTING TUBEWELL 179 Transportation, Erection & Dismantling of 350 PSI Comp 180 Transportation, Erection & Dismantling of 3 Cusec O.P Unit 181 Supply of 1.6 mm to 4.8 mm size pea gravel duly screened and washed as per IS 4097 182 Development of Tube well by 350 PSI Compressor 183 Development of Tube well by 3 Cusec O.P. Unit 184 PUMPING PLANT & INSTRUMENTATION FOR NEW TW 185 SITC of 900 LPM, 60 M head, (Both tentative) Submersiblepump motor set with 24m 150mm dia coloum pipe, NRV, CI D/F Bend 90º, CI A/F Tee, D/F Pipe (1.5 m long 02 nos & 1.0 m long 01 no) Earthing, Painting, Tools sets, wiring of pump house internal & external, Chain pulley block & all Pumping Plant accessories with nut bolts and rubber packing etc complete job in all respect. 186 Submersible Pump Motor Set 900 LPM, 60 M head, (Both tentative) as Spare 187 Servo Voltage Stabilizer of suitable capacity & SCADA compatible with all required accessoriescomplete in all respect 188 3M long heavy duty coloum pipe (spare) 189 Automatic chlorination System 190 Soller street light for Tubewell & OHT 191 CE/UL CertifiedIntelligent Smart Energy Meter 192 Motor Operated Actuator with 150 mm dia DI sluice valve 193 CE/UL Certified Electromagnetic Flowmeter of size 150 mm 194 Digital Soft starter with RS485 Port- 400V Class, 30 KW or higher suitable Rating. 195 CE/UL Certified Pressure transmitter 196 CE/UL certified hydrostatic type sub soil water level transmitter for tubewells 197 PUMPING PLANT & INSTRUMENTS FOR EXISTING TW 198 SITC of 800 LPM, 60 M head, (Both tentative) Submersiblepump motor set with 24m 150mm dia coloum pipe, NRV, CI D/F Bend 90º, CI A/F Tee, D/F Pipe (1.5 m long 02 nos & 1.0 m long 01 no) Earthing, Painting, Tools sets, wiring of pump house internal & external, Chain pulley block & all Pumping Plant accessories with nut bolts and rubber packing etc complete job in all respect. 199 Submersible Pump Motor Set 800 LPM, 60 M head, (Both tentative) as Spare 200 Servo Voltage Stabilizer of suitable capacity & SCADA compatible with all required accessoriescomplete in all respect 201 3M long heavy duty coloum pipe (spare) 202 Automatic chlorination System 203 Soller street light for Tubewell 204 CE/UL CertifiedIntelligent Smart Energy Meter 205 Motor Operated Actuator with 150 mm dia DI sluice valve 206 CE/UL Certified Electromagnetic Flowmeter of size 150 mm 207 Digital Soft starter with RS485 Port- 400V Class, 30 KW or higher suitable Rating. 208 CE/UL Certified Pressure transmitter for Pump House 209 CE/UL certified hydrostatic type sub soil water level transmitter for tubewells 210 Automation Work of New & ExistingTubewell 211 CE&UL Certified PLC/RTU in IP54 enclosure suitable to communicate with GSM based modem unit with CPU and Power supply with analog and digital parameter and features as specified, for each Tubewell /OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations as specified in tender technical specification 212 GSM/GPRS 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 antenna made for pumping plant internet charges as specified in tender technical specification 213 Auto Phase Reversal Unit Suitble for above pumping plant with Inbuilt time delay and Enclosure (confirmation to IEC:60947-1 & IEC: 60947-b-1) 250 Amp 214 CE/UL Certified 7" HMI Touch screen suitable to communication with PLC/RTU for local display and control of process parameter 215 Complete cabling for Tubewell including all power & control cables of all equipments at pump house and OHT 216 Control panel with IP-54 protection industrial grade for all equipments seprate for control 24V and power equipments 217 CE/UL certified surge protector for control panel 218 Installation, Testing and Commissioning for one Tubewell 219 Trial run for three months period for one Tubewell 220 AUTOMATION WORK AT ESR & DMA 221 Electrical panel with Remote Terminal Unit 222 Isolation DI Sluice Valve with Actuator (Outlet of ESR) 350 mm or as per requirement of site 223 Electro Magnetic Flowmeter (Outlet of ESR) Size 350 mm or as per requirement of site 224 Flow Control Valve suitable for drinking water Size as per requirement of site 225 Mannual Pressure Transmitter with display 226 SCADA Compatible Chlorination System for each DMA 227 Battery operated / electricity or both (as per engineer encharge) Chlorine Analyser for each DMA 228 CE/UL Certified Radar type level transmitter for OHT 229 Solar based digital Pressure Transmitter with battery & IP 67 protection with data logger for each DMA 230 CE/UL certified Sutable capacity UPS with batteries at ESR for operation of actuators & other equipments if required 231 Trial run for three months period for New Tubewell including Operater & Chlorination 232 Trial run for three months period for Existing Tubewellincluding Operater & Chlorination 233 ZONE-02 234 TRANSPORTATION 235 Transportation, Erection & Dismantling of Rig Machine 236 Transportation of Tubewell Assembly 237 Transportation, Erection & Dismantling of 350 PSI air compressore 238 Transportation, Erection & Dismantling of 3 Cusec O.P Unit 239 DC Drilling upto 200 M 240 Drilling of 625 mm. dia bore from G.L. to 70 m BGL. 241 Drilling of 500 mm.dia bore from 70 M bglto 100 m BGL. 242 Drilling of 500 mm.dia bore from 100 M bglto 200 m BGL. 243 Bentonite Clay 244 Flushing of Bore 245 Electrical Logging of the Bore 246 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF PEA GRAVEL 247 300mm dia MS ERW pipe from G.L. to 65 mBGL 248 200 mm.dia M.S ERWplain/ slotted pipe from 65 m BGL to 100 m BGL 249 200 mm.dia M.S ERWplain/ slotted pipe from 100 m BGL to 180 m BGL 250 Supply of 1.6 mm to 4.8 mm size pea gravel duly screened and washed as per IS 4097 251 TUBE WELL ASSEMBLY : 252 300 mm.dia size 253 200 mm.dia size 254 DEVELOPMNET OF TUBE WELL 255 Development of Tube well by 350 PSI Compressor 256 Development of Tube well by 3 Cusec O.P. Unit 257 TEST : 258 Chemical and Bacteriological test of water sample from departmental approved lab 259 DEVELOPMENT OF EXISTING TUBEWELL 260 Transportation, Erection & Dismantling of 350 PSI Comp 261 Transportation, Erection & Dismantling of 3 Cusec O.P Unit 262 Supply of 1.6 mm to 4.8 mm size pea gravel duly screened and washed as per IS 4097 263 Development of Tube well by 350 PSI Compressor 264 Development of Tube well by 3 Cusec O.P. Unit 265 PUMPING PLANT & INSTRUMENTATION FOR NEW TW 266 SITC of 900 LPM, 60 M head, (Both tentative) Submersiblepump motor set with 24m 150mm dia coloum pipe, NRV, CI D/F Bend 90º, CI A/F Tee, D/F Pipe (1.5 m long 02 nos & 1.0 m long 01 no) Earthing, Painting, Tools sets, wiring of pump house internal & external, Chain pulley block & all Pumping Plant accessories with nut bolts and rubber packing etc complete job in all respect 267 Submersible Pump Motor Set 900 LPM, 60 M head, (Both tentative) as Spare 268 Servo Voltage Stabilizer of suitable capacity & SCADA compatible with all required accessoriescomplete in all respect 269 3M long heavy duty coloum pipe (spare) 270 Automatic chlorination System 271 Soller street light for Tubewell & OHT 272 CE/UL CertifiedIntelligent Smart Energy Meter 273 Motor Operated Actuator with 150 mm dia DI sluice valve 274 CE/UL Certified Electromagnetic Flowmeter of size 150 mm 275 Digital Soft starter with RS485 Port- 400V Class, 30 KW or higher suitable Rating. 276 CE/UL Certified Pressure transmitter 277 CE/UL certified hydrostatic type sub soil water level transmitter for tubewells 278 PUMPING PLANT & INSTRUMENTS FOR EXISTING TW 279 SITC of 800 LPM, 60 M head, (Both tentative) Submersiblepump motor set with 24m 150mm dia coloum pipe, NRV, CI D/F Bend 90º, CI A/F Tee, D/F Pipe (1.5 m long 02 nos & 1.0 m long 01 no) Earthing, Painting, Tools sets, wiring of pump house internal & external, Chain pulley block & all Pumping Plant accessories with nut bolts and rubber packing etc. 280 Submersible Pump Motor Set 800 LPM, 60 M head, 20 HP (or as per instruction of Engineer Incharge) as Spare 281 Servo Voltage Stabilizer of suitable capacity & SCADA compatible with all required accessoriescomplete in all respect 282 3M long heavy duty coloum pipe (spare) 283 Automatic chlorination System 284 Soller street light for Tubewell 285 CE/UL CertifiedIntelligent Smart Energy Meter 286 Motor Operated Actuator with 150 mm dia DI sluice valve 287 CE/UL Certified Electromagnetic Flowmeter of size 150 mm 288 Digital Soft starter with RS485 Port- 400V Class, 30 KW or higher suitable Rating. 289 CE/UL Certified Pressure transmitter for Pump House 290 CE/UL certified hydrostatic type sub soil water level transmitter for tubewells 291 Automation Work of New & ExistingTubewell 292 CE&UL Certified PLC/RTU in IP54 enclosure suitable to communicate with GSM based modem unit with CPU and Power supply with analog and digital parameter and features as specified, for each Tubewell /OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations as specified in tender technical specification 293 GSM/GPRS 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 antenna made for pumping plant internet charges as specified in tender technical specification 294 Auto Phase Reversal Unit Suitble for above pumping plant with Inbuilt time delay and Enclosure (confirmation to IEC:60947-1 & IEC: 60947-b-1) 250 Amp 295 CE/UL Certified 7" HMI Touch screen suitable to communication with PLC/RTU for local display and control of process parameter 296 Complete cabling for Tubewell including all power & control cables of all equipments at pump house and OHT 297 Control panel with IP-54 protection industrial grade for all equipments seprate for control 24V and power equipments 298 CE/UL certified surge protector for control panel 299 Installation, Testing and Commissioning for one Tubewell 300 Trial run for three months period for one Tubewell 301 AUTOMATION WORK AT ESR & DMA-01 302 Electrical panel with Remote Terminal Unit 303 Isolation DI Sluice Valve with Actuator (Outlet of ESR) 200 mm or as per requirement of site 304 Electro Magnetic Flowmeter (Outlet of ESR) Size 200 mm or as per requirement of site 305 Flow Control Valve suitable for drinking water Size as per requirement of site 306 Mannual Pressure Transmitter with display 307 SCADA Compatible Chlorination System for each DMA 308 Battery operated / electricity or both (as per engineer encharge) Chlorine Analyser for each DMA 309 CE/UL Certified Radar type level transmitter for OHT 310 Solar based digital Pressure Transmitter with battery & IP 67 protection with data logger for each DMA 311 CE/UL certified Sutable capacity UPS with batteries at ESR for operation of actuators & other equipments if required 312 AUTOMATION WORK AT DMA-02 313 Isolation DI Sluice Valve with Actuator (Outlet of ESR) 200 mm or as per requirement of site 314 Electro Magnetic Flowmeter (Outlet of ESR) Size 200 mm or as per requirement of site 315 Flow Control Valve suitable for drinking water Size as per requirement of site 316 Mannual Pressure Transmitter with display 317 SCADA Compatible Chlorination System for each DMA 318 Battery operated / electricity or both (as per instruction of engineer encharge) Chlorine Analyser for each DMA 319 Solar based digital Pressure Transmitter with battery & IP 67 protection with data logger for each DMA 320 Trial run for three months period for New Tubewell including Operater & Chlorination 321 Trial run for three months period for Existing Tubewellincluding Operater & Chlorination 322 SCADADISPLAY (MCS) 323 CE/UL & BIS certified industrial grade LED Monitor with latest configuration as per specification, 65" (upto 50 Tubewells) 324 Desktop PC with i5/i7 processor for as per specification mentioned in technical bid document 325 CE/UL certified 5 KVA UPS with batteries as per specification mentioned in technical bid document 326 Full development version of required TAGS SCADA software with customization of software for MCS as per requirement as per specification mentioned in technical bid document 327 CE/UL certified master control room PLC with redundant CPU & power supply at MCS in IP 54 encloser as per specification mentioned in technical bid document 328 CE/UL certified Field gateway agent for transfering data from MCS to Central control room 329 Desktop PC with i5/i7 processor including monitoras per specification mentioned in technical bid document for scada monitoring at Jal Nigam Office. 330 GSM based wirewless/ Broadband/ Equipment communication system for PLC capable to transfer & received data & gather data from remote sites to control station. All accessories included signal enhancer antenna along with running expenses till DLP 331 CE/UL Certified Firewall for network protection 332 Surge protector for Ethernet communication protection 333 CE/UL Certified industrial grade Ethernet Switch 334 Mobile App Facility system architecture (industries internet based & viewed through apps for increased local & Remote Visibility 335 Canon/HP or equivalent Lazer Printer 1108 plus or equivalent 336 Security Serveillance IP Camera with recorder 337 Installation, commissioning and testing including required furniture, A/C, etc. 338 Trial Run for 3 Month period

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