Tender For Bikapur Nagar Panchayat Water Supply And House Connection Scheme District-Ayodhya - Distribution ... in India

Work Detail

Tender For Bikapur Nagar Panchayat Water Supply And House Connection Scheme District-Ayodhya - DISTRIBUTION SYSTEM 2 Supply of following sizes and type of pipes with all jointing materials such as socket, rubber gasket as per IS 4984/1995 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. 3 HDPE PipePN-6 PE-100 4 90 mm dia 5 110 mm dia 6 140 mm dia 7 160 mm dia 8 DI Pipe Class K-7 9 200 mm dia 10 250 mm dia 11 Carting of following size & type of pipes and specials to site of work and lowering them into the trenches and laying true to alignmentand gradient and jointing etc. complete including testing of pipe lines and cutting of pipes. 12 HDPE PipePN-6 PE-100 13 90 mm dia 14 110 mm dia 15 140 mm dia 16 160 mm dia 17 DI Pipe Class K-7 18 200 mm dia 19 250 mm dia 20 Excavation for pipeline work in ordinary Soil (loam, clay orsand) with 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. 21 Supply of following sizes D.I.D./F Sluice valve including F.O.R. destination and taxes and insurance etc. complete as per relevant IS. 22 D. I. D/F Sluice Valve 23 80 mm dia 24 100 mm dia 25 125 mm dia 26 150 mm dia 27 Scour valve 80 mm dia 28 Fire Hydrant 80 mm dia 29 C.I. Single ball type Air Valve 25 mm dia 30 Carting of following sizes D.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. 31 D. I. D/F Sluice Valve 32 80 mm dia 33 100 mm dia 34 125 mm dia 35 150 mm dia 36 Scour Valve 80 mm dia 37 Fire Hydrant 80 mm dia 38 C.I. Single ball type Air Valve 25 mm dia 39 Supply of all materials and construct following chambers as per type design with supply of all labour, T&P etc. complete. 40 Masonary Type 41 Fire Hydrant Chamber 42 Air Valve Chamber 43 Surface Box Type 44 Dismentling of following type of road and stacking of useful materials including supply of all materials, labour, T&P etc. complete. 45 BOE Road 46 C.C. Road 47 Bitumen Road 48 Interlocking 49 Reinstatement of following type road As per PWD specification 50 BOE Road (with40 % New Bricks and 60 % old Undamaged serviceable bricks) 51 C.C. Road (with 150 mm PCC base of 1:4:8 cement: coarse sand: 40 mm Stone Aggregate and 100 mm Cement Concrete course of 1:1.5:3 cement: coarse sand: 20 mm Stone Aggregate) 52 Bitumen Road PWD1.granular sub-base With material conforming to Grade-I (size range 75 mm to 0.075 mm ) having CBR Value-25 125 mm layer thickness.2.granular sub-base With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 125 mm layer thickness.3. Providing, laying, Spreading & Compacting graded stone aggregateto wet mix macadam. (150 mm thickness)4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surfacespreading primer at the rate of 0.75 Kg./Sqm.5.P/L of 40mm thick BC with 100-120 TPH batch type HMP Producing and Avg. Output of 75 TPH using crushed aggt. Of specified grading premixed with bituminous binder VG 30 @ 5.5 %6.Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size7. Providing all necessary barricating and road painting work. 53 Interlocking Tile Road (40 % New interlocking tile 80 mm thick M 35 Grade and 60 % old serviceable tiles , Plain cement concrete in 75 mm thickness 1:6:12 cement :coarse sand: 40 mm stone aggregate in base) 54 Provision for following types of Culvert crossing along the alignment of pipe line complete as per instructions of Engineer ‐in ‐charge. (casing of pipe is done by concreting) 55 Nala/Culvert Crossing ( width ‐3.5 m) 56 Making house connection should be done atleast 2 m inside the boundary wall with provision of tap from distribution line to outer wall of house with supply of 1 m above GL G.I. pipe ( 15 mm ) ( above ground ) & average 5 mtr. MDPE Pipe ( 20 mm) ( below ground) including specials saddle Tapetc. of suitable size T&P etc. including excavation laying and jointing for proper completion of work as per instructions of Engineer as per Dwg 12 (including dismantling and reinstatement of road) 57 In C.C. roads 58 For 90 mm to 110 mm dia 59 For 125 mm to 160 mm dia 60 For 180 mm to 250 mm dia 61 In bituminous roads 62 For 90 mm to 110 mm dia 63 For 125 mm to 160 mm dia 64 For 180 mm to 250 mm dia 65 In BOE roads 66 For 90 mm to 110 mm dia 67 For 125 mm to 160 mm dia 68 For 180 mm to 250 mm dia 69 In C.C. Interlocking Tiles roads 70 For 90 mm to 110 mm dia 71 For 125 mm to 160 mm dia 72 For 180 mm to 250 mm dia 73 In Kachcha roads 74 For 90 mm to 110 mm dia 75 For 125 mm to 160 mm dia 76 For 180 mm to 250 mm dia 77 Shifting of Existing house connection from old to new ditribution system including excavation laying and jointing for proper completion of work as per instructions of Engineer as per Dwg 12 (including road restoration) 78 In C.C. roads 79 For 90 mm to 110 mm dia 80 For 125 mm to 160 mm dia 81 For 180 mm to 250 mm dia 82 In bituminous roads 83 For 90 mm to 110 mm dia 84 For 125 mm to 160 mm dia 85 For 180 mm to 250 mm dia 86 In BOE roads 87 For 90 mm to 110 mm dia 88 For 125 mm to 160 mm dia 89 For 180 mm to 250 mm dia 90 In C.C. Interlocking Tiles roads 91 For 90 mm to 110 mm dia 92 For 125 mm to 160 mm dia 93 For 180 mm to 250 mm dia 94 In Kachcha roads 95 For 90 mm to 110 mm dia 96 For 125 mm to 160 mm dia 97 For 180 mm to 250 mm dia 98 LAYING OF RISING MAIN 99 Supply of D.I. pipes (K-9)offollowing size/wall thickness with I.S. 8329/2000 or its latest amendments with jointing materials including FOR destination and all taxes and insurance and including all specials of rising mainetc. complete. 100 125mm dia DI K-9 101 150mm dia DI K-9 102 Excavation of earth for pipe line trenches in ordinary soil (loam, clay or sand) with lift upto 1.5 and lead upto 50M filling back the earth into trenches including watering, ramming and disposal of surplus material with in 50M lead etc. complete. 103 Carting of following sizes D.I. pipes class K-7/9 and specials to the site of work loweering them in to trench and laying true to alignment including testing of pipeline but excluding cost of trenching and cutting of pipes etc. for making of length but including making joints. 104 DI Pipe Class K-9 105 125mm dia DI K-9 106 150mm dia DI K-9 107 Dismentling of following type of road and stacking of useful materials including supply of all materials, labour, T&P etc. complete. 108 BOE Road 109 C.C. Road 110 Bitumen Road 111 Interlocking Road 112 Reinstatement of following type road As per PWD specification 113 BOE Road (with40% New Bricks and 60% old Undamaged serviceable bricks) 114 C.C. Road (with 150 mm PCC base of 1:4:8 cement: coarse sand: 40 mm Stone Aggregate and 100 mm Cement Concrete course of 1:1.5:3 cement: coarse sand: 20 mm Stone Aggregate) 115 Bitumen Road PWD1.granular sub-base With material conforming to Grade-I (size range 75 mm to 0.075 mm ) having CBR Value-25 125 mm layer thickness.2.granular sub-base With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 125 mm layer thickness.3. Providing, laying, Spreading & Compacting graded stone aggregateto wet mix macadam. (150 mm thickness)4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surfacespreading primer at the rate of 0.75 Kg./Sqm.5.P/L of 40mm thick BC with 100-120 TPH batch type HMP Producing and Avg. Output of 75 TPH using crushed aggt. Of specified grading premixed with bituminous binder VG 30 @ 5.5 %6.Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size7. Providing all necessary barricating and road painting work. 116 Interlocking Tile Road (40 % New interlocking tile 80 mm thick M 35 Grade and 60 % old serviceable tiles , Plain cement concrete in 75 mm thickness 1:6:12 cement :coarse sand: 40 mm stone aggregate in base) 117 Supply of all material, labour, T&P and construct RCC thrust blocks at the bends etc. complete. 118 From 150 mm 119 Supply of following sizes D.I.D./F sluice value as per I.S. 14846:2000 working presure 10 kg/cm^2F.O.R. destination and all texes and insurance 120 D. I. D/F Sluice Valve 121 125 mm dia 122 150 mm dia 123 Carting of following sizes D.I.D./F Sluice Valve and specials 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. 124 D. I. D/F Sluice Valve 125 125 mm dia 126 150 mm dia 127 Supply of all material labour, T&P etc. Required and construct of Sluice Valve Chamber Masonry Type as per type design. 128 Provide all materials labour T&P etc. complete and construct Pump house size (3.6x3.0x3.0)m Chlorinating room size (2.60x1.80x3.0)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. 129 Construction of O.H.T. 130 Supply of all materials labour T&P etc. complete and construction of R.C.C. (M-30 Grade) Over Head Tank of following capacity and staging above ground level with all work complete, including cost of soil testing. All the components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682, I.S.3370 part (I) & (II) and I.S.456.Minimum depth of foundation below original ground level will be 2.5M. Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and as per I.S. 875 part-III for wind load on structure (this area is in seismic Zone IV and high damage risk zone for wind).The cost of OHT should be quoted assuming the bearing capacity of soil as 8 M.T.per sqm. including 1M wide RCC staircase from ground level to balcony. M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars(specification of M.S. should be as per IS 800-2007)with hand rails of 20mm medium class G.I. pipes on both sides in three rows from 131 balcony to top dome resting on an RCC platform (75cmx75cm and 10cm thick) projecting from top ring beam and one aluminum ladder inside the tank body (from manhole in top dome to bottom as per design and specification approved by Engineer in charge. 1 m wide R.C.C. M-30 balcony around the tank at the junction point of vertical wall and conical wall. Proper railing of 20mm diamedium class G.I. pipe (in 3 rows) on both sides of stair case, around the balcony, at each landing and from landing with top ring beam upto manhole on the top dome and at the periphery of top dome. The G.I. Pipes will be supported on M.S. posts made ofor RCC post,spaced at intervals not more than 1.5m.Proper ventilator at top dome in circular shape of 1.2 m dia. along with an R.C.C. cover of minimum 1.50m dia and with mosquito net of standard quality along withexpanded metaled jali between top dome and RCC cover. Water level indicator fabricated with good quality minimum45mm x 45mm section, of 3mm thick M.S. plate should have a clear width of minimum 25cm painted with good paint with brass wire rope, pulley, copper ball float, pointer etc.Lightening conductor should be as per I.S.S.2309 or its latest amendments of latest electricity rules. C.I. manhole cover of min 60x60cm size with locking arrangement, Supply, fixing & jointing of D.I.D./F Pipes (for inlet, outlet, washout and overflow pipes) and specials, duck foot bend and fixing of the sluicevalve at outlet and wash out pipe with all specials; construction of sluice valve chamber, floor and apron with semi circular drain around the apron with 25mm PCC 1:2:4 over 75 mm PCC 1:4:8, Apex painting on outer surface of OHT, painting on MS ladder, railing, vertical pipe etc. as per approved make; excavation in all type of soil and all other works required for proper and complete construction of OHT, testing of tank for water tightness as per the satisfaction of Engineer In-Charge. 132 Zone 2, 400Kl Capacity / 18M staging 133 Zone 3, 600Kl Capacity / 20M staging 134 Zone 4, 500Kl Capacity / 22M staging 135 Repairing of existing OHT including supply of all required material labour T&P with painting of OHT complete 136 Zone 1, 750Kl Capacity / 21M staging 137 CONSTRUCTION OF NEW BOUNDARY WALL, APPROACH ROAD AND GATE 138 Construction of boundary wall around pumphouse and O.H.T as per type design including supply of all Materials, Labour, Tools and Plants etc. complete. 139 Supply & fixing of 3.60 M & 1.20 M wide MS Gate including fabrication and supply of steel and construction of boundary pillars all complete. 140 Supply Earth filling in plingth including filling, dressing and ramming earth or sand or bajari or ballast or kankar or shingle. 141 Construction of interlocking approach road with both side brick Eadge and earth filling including supply of all materials, labour, tools and plants etc. complete. 142 Construction of MCS, centralized control room including supply of all materials, labour, T & P complete. 143 Construction of chlorine dosing room including supply of all materials, labour, T & P etc. complete. 144 Repair existing P.H. including supply of all materials, labour, T & P etc. complete. 145 Girder with piller for rebore tube well including supply of all materials, labour, T & P etc. complete. 146 Repair of existing staff quarter including supply of all materials, labour, T & P etc. complete. 147 Repair of water work campus, boundary wall supply of all materials, labour, T & P etc. required for propoer completion of work and repair of boundary wall. 148 E / M works 149 For Zone - 01 (New TW -01 No + Rebore TW - 01 No.) 600 LPM 150 Transportation of Rig Machine & its T&P/equipment"s to the site of work including loading & unloading, baricating, erection & dismantling etc. 151 Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. 152 Transportation of OP Unit and its T&P including loading & unloading. erection &dismantling etc. 153 DC Drilling upto 165M 154 Drilling of 500 mm. dia bore from G.L. to 100 m BGL. 155 Drilling of 500 mm.dia bore from 100 M bglto 165 m BGL. 156 LOWERING OFTUBE WELLASSEMBLYAND SHROUDINGOF TW BY GRAVEL 157 Welding and lowering of TW Assembly (including electrodes welding set and generator etc. required for completion of work) as per following : Lowering of 200mm X 150mm dia (tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 165 m BGL. 158 200mm dia MS ERW pipe from G.L. to 48 mBGL 159 150 mm.dia M.S ERWplain/ slotted pipe from 48 m BGL to 100 m BGL 160 150 mm.dia M.S ERWplain/ slotted pipe from 100 m BGL to 150 m BGL 161 TUBE WELL ASSEMBLY : Supply including loading & unloading of TW assembly of MSERW pipe. 162 M.S. Tubewell assembly with all required parts like plain pipe, slotted pipe (as required upto 50% of plain pipes) well cap, bail pliug, clamp, reducer, centre guide, support structure etc as required & as per typed design complete in all respect. 163 200mm dia size MSERW housing pipe 7.1mm thick including with 1 no 200 X 150mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick ,required M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc complete in all respect . 164 150mm dia MSERW 7.1mm thick plain /slotted pipe including with required M.S ring 100X12mmthick , 1 noM.S. bail plug, required center guide etc comp in all respect. 165 PEA- GRAVEL 166 Supply of 1.6 mm to 4.8 mm size pea gravel duly screened and washed as per IS 4097 167 DEVELOPMNET OF TUBE WELL 168 Development of Tube well by 250 PSI Compressoras per IS-11189 including Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. 169 DEVELOPMENT OF TUBE WELL BY 3 Cusec O.P. UNIT AS PER IS 2800 :- 170 Development of Tube well by 3 Cusec O.P. Unit including Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. 171 TEST : 172 Chemical and Bacteriological test of water sample from departmental approved lab 173 Electrical Logging of the Bore 174 Barricading Arrangement at Site during construction of TW & Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development( Compressor & O.P.Unit) of work. 175 Pumping Plant including Servo Stablizer and Chlorinating Plant 600 LPM/60 M Head - 02 Nos( One No for Rebore TW & One No for New TW) 176 SITC of600 LPM, 60 m head or suitable head as per site condition and direction of engineer in charge 2900rpm, 15 HP submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) with 100 mm dia size 24 meter column pipe, 100 mm dia NRV, 100 mm dia CI D/F Bend 90 Degree, 100 mm dia CI A/F Tee, 100 mm dia D/F pipe (1.5 m long 2 nos. and 1 m long 1 no.), earthing, painting, Toolset, Power wiring of pump house internal and external, 2 Tonne chainpully block P-type indef make, and all pumping plant accessories with nut bolts and rubber packing etc. 177 Fully automatic ServoVoltage Stabilizer having(20 KVA or suitable capacity as per actual site requirements and as per direction of Engineer in Charge) fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 200 V output voltage 470 V with T/F oil ,power cable & earthing etc.complete in all respect or as per direction of engineer in charge/ as per site requirement. 178 SCADA compatable chlorinatingSystem 179 CE / UL certified Intelligent smart energy meter 180 Motor OperatedActuator with Sluice Valve (100mm) 181 CE / UL certified Electromagnetic flowmeter of size:100mm 182 Digital Soft starter (15 KW) 183 Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (100 Amps) 184 CE / UL certified Hydrostatatic type sub soil water level transmitter 185 CE / UL certified Pressure Transmitter 186 CE / UL certified Surge protector for control panel 187 CE / UL certified 7" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters 188 Control panel with IP 54 protection, industrial grade fro all equipments (separate for control (24V) and power equipments. 189 Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse upto meter 190 Suppy and Installation of Suitable Size Armored Cable including copper lugs etc. complete work. 191 Fully Automation of TW & OHT through SCADA complete in all respect including mobile based app development and interconnection with MCS and central control room Lucknow with CE&UL Certified PLC/RTU in IP54 including GSM/GPRS based wireless communication with 4G modem for RTU/PLC or as per direction of engineer in charge/ as per site requirement. 192 Automation ofESR Through SCADA For Zone - 1 193 Double Solenoid Flow Control Valve 200 mm dia 194 CE / UL certified Pressure Transmitter 195 CE / UL certified Electromagnetic flowmeter of size 200 mm dia 196 Resedual Chlorine Analyser 197 Required Equipments to br install at OHT 198 Motor operated Sluice Valve with Actuator 200 mm Size 199 Ultrasonic Level Sensor 200 For Zone - 02 (New TW - 02 No.) 500 LPM 201 Transportation of Rig Machine & its T&P/equipment"s to the site of work including loading & unloading, baricating, erection & dismantling etc. 202 Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. 203 Transportation of OP Unit and its T&P including loading & unloading. erection & dismantling etc. 204 DC Drilling upto 165M 205 Drilling of 500 mm. dia bore from G.L. to 100 m BGL. 206 Drilling of 500 mm.dia bore from 100 M bglto 165 m BGL. 207 LOWERING OFTUBE WELLASSEMBLYAND SHROUDINGOF TW BY GRAVEL 208 Welding and lowering of TW Assembly (including electrodes welding set and generator etc. required for completion of work) as per following : Lowering of 200mm X 150mm dia (tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 165 m BGL. 209 200mm dia MS ERW pipe from G.L. to 48 mBGL 210 150 mm.dia M.S ERWplain/ slotted pipe from 48 m BGL to 100 m BGL 211 150 mm.dia M.S ERWplain/ slotted pipe from 100 m BGL to 150 m BGL 212 TUBE WELL ASSEMBLY : Supply including loading & unloading of TW assembly of MSERW pipe. 213 M.S. Tubewell assembly with all required parts like plain pipe, slotted pipe (as required upto 50% of plain pipes) well cap, bail pliug, clamp, reducer, centre guide, support structure etc as required & as per typed design complete in all respect. 214 200mm dia size MSERW housing pipe 7.1mm thick including with 1 no 200 X 150mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick ,required M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc complete in all respect . 215 150mm dia MSERW 7.1mm thick plain /slotted pipe including with required M.S ring 100X12mmthick , 1 noM.S. bail plug, required center guide etc comp in all respect. 216 PEA- GRAVEL 217 Supply of 1.6 mm to 4.8 mm size pea gravel duly screened and washed as per IS 4097 218 DEVELOPMNET OF TUBE WELL 219 Development of Tube well by 250 PSI Compressoras per IS-11189 including Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. 220 DEVELOPMENT OF TUBE WELL BY 3 Cusec O.P. UNIT AS PER IS 2800 :- 221 Development of Tube well by 3 Cusec O.P. Unit including Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. 222 TEST : 223 Chemical and Bacteriological test of water sample from departmental approved lab 224 Electrical Logging of the Bore 225 Barricading Arrangement at Site during construction of TW & Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development( Compressor & O.P.Unit) of work. 226 Pumping Plant including Servo Stablizer and Chlorinating Plant 500 LPM/60 M Head - 02 Nos (for New TW ) 227 SITC of600 LPM, 60 m head or suitable head as per site condition and direction of engineer in charge 2900rpm, 15 HP submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) with 100 mm dia size 24 meter column pipe, 100 mm dia NRV, 100 mm dia CI D/F Bend 90 Degree, 100 mm dia CI A/F Tee, 100 mm dia D/F pipe (1.5 m long 2 nos. and 1 m long 1 no.), earthing, painting, Toolset, Power wiring of pump house internal and external, 2 Tonne chainpully block P-type indef make, and all pumping plant accessories with nut bolts and rubber packing etc. 228 Fully automatic ServoVoltage Stabilizer having(20 KVA or suitable capacity as per actual site requirements and as per direction of Engineer in Charge) fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 200 V output voltage 470 V with T/F oil ,power cable & earthing etc.complete in all respect or as per direction of engineer in charge/ as per site requirement. 229 SCADA compatable chlorinatingSystem 230 CE / UL certified Intelligent smart energy meter 231 Motor OperatedActuator with Sluice Valve (100mm) 232 CE / UL certified Electromagnetic flowmeter of size:100mm 233 Digital Soft starter (15 KW) 234 Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (100 Amps) 235 CE / UL certified Hydrostatatic type sub soil water level transmitter 236 CE / UL certified Pressure Transmitter 237 CE / UL certified Surge protector for control panel 238 CE / UL certified 7" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters 239 Control panel with IP 54 protection, industrial grade fro all equipments (separate for control (24V) and power equipments. 240 Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse upto meter 241 Suppy and Installation of Suitable Size Armored Cable including copper lugs etc. complete work. 242 Fully Automation of TW & OHT through SCADA complete in all respect including mobile based app development and interconnection with MCS and central control room Lucknow with CE&UL Certified PLC/RTU in IP54 including GSM/GPRS based wireless communication with 4G modem for RTU/PLC or as per direction of engineer in charge/ as per site requirement. 243 Automation ofESR Through SCADAFor Zone - 2 244 Double Solenoid Flow Control Valve For DMA -1Size 250 mm dia 245 CE / UL certified Pressure Transmitter 246 CE / UL certified Electromagnetic flowmeter of size DMA -1 250 mm dia 247 Resedual Chlorine Analyser 248 Required Equipments to br install at OHT 249 Motor operated Sluice Valve with Actuator 250 mm Size 250 Ultrasonic Level Sensor 251 For Zone - 03 (New TW - 02 No.) 700 LPM 252 Transportation of Rig Machine & its T&P/equipment"s to the site of work including loading & unloading, baricating, erection & dismantling etc. 253 Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. 254 Transportation of OP Unit and its T&P including loading & unloading. erection & dismantling etc. 255 DC Drilling upto 165M 256 Drilling of 600 mm. dia bore from G.L. to 55 m BGL. 257 Drilling of 500 mm.dia bore from 55 M bglto 100 m BGL. 258 Drilling of 500 mm.dia bore from 100 M bglto 165 m BGL. 259 LOWERING OFTUBE WELLASSEMBLYAND SHROUDINGOF TW BY GRAVEL 260 Welding and lowering of TW Assembly (including electrodes welding set and generator etc. required for completion of work) as per following : Lowering of 300mm X 150mm dia (tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 165 m BGL. 261 300mm dia MS ERW pipe from G.L. to 48 mBGL 262 150 mm.dia M.S ERWplain/ slotted pipe from 48 m BGL to 100 m BGL 263 150 mm.dia M.S ERWplain/ slotted pipe from 100 m BGL to 150 m BGL 264 TUBE WELL ASSEMBLY : Supply including loading & unloading of TW assembly of MSERW pipe. 265 M.S. Tubewell assembly with all required parts like plain pipe, slotted pipe (as required upto 50% of plain pipes) well cap, bail pliug, clamp, reducer, centre guide, support structure etc as required & as per typed design complete in all respect. 266 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 ,required M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc complete in all respect . 267 150mm dia MSERW 7.1mm thick plain /slotted pipe including with required M.S ring 100X12mmthick , 1 noM.S. bail plug, required center guide etc comp in all respect. 268 PEA- GRAVEL 269 Supply of 1.6 mm to 4.8 mm size pea gravel duly screened and washed as per IS 4097 270 DEVELOPMNET OF TUBE WELL 271 Development of Tube well by 250 PSI Compressoras per IS-11189 including Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. 272 DEVELOPMENT OF TUBE WELL BY 3 Cusec O.P. UNIT AS PER IS 2800 :- 273 Development of Tube well by 3 Cusec O.P. Unit including Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. 274 TEST : 275 Chemical and Bacteriological test of water sample from departmental approved lab 276 Electrical Logging of the Bore 277 Barricading Arrangement at Site during construction of TW 278 Pumping Plant including Servo Stablizer and Chlorinating Plant 700 LPM/60 M Head - 02 Nos (for New TW) 279 SITC of700 LPM, 60 m head or suitable head as per site condition and direction of engineer in charge 2900rpm, 20 HP submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) with 100 mm dia size 24 meter column pipe, 100 mm dia NRV, 100 mm dia CI D/F Bend 90 Degree, 100 mm dia CI A/F Tee, 100 mm dia D/F pipe (1.5 m long 2 nos. and 1 m long 1 no.), earthing, painting, Toolset, Power wiring of pump house internal and external, 2 Tonne chainpully block P-type indef make, and all pumping plant accessories with nut bolts and rubber packing etc. 280 Fully automatic ServoVoltage Stabilizer having(25 KVA or suitable capacity as per actual site requirements and as per direction of Engineer in Charge) fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 200 V output voltage 470 V with T/F oil ,power cable & earthing etc.complete in all respect or as per direction of engineer in charge/ as per site requirement. 281 SCADA compatable chlorinatingSystem 282 CE / UL certified Intelligent smart energy meter 283 Motor OperatedActuator with Sluice Valve (100mm) 284 CE / UL certified Electromagnetic flowmeter of size:100mm 285 Digital Soft starter (15 KW) 286 Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (100 Amps) 287 CE / UL certified Hydrostatatic type sub soil water level transmitter 288 CE / UL certified Pressure Transmitter 289 CE / UL certified Surge protector for control panel 290 CE / UL certified 7" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters 291 Control panel with IP 54 protection, industrial grade fro all equipments (separate for control (24V) and power equipments. 292 Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse upto meter 293 Suppy and Installation of Suitable Size Armored Cable including copper lugs etc. complete work. 294 Fully Automation of TW & OHT through SCADA complete in all respect including mobile based app development and interconnection with MCS and central control room Lucknow with CE&UL Certified PLC/RTU in IP54 including GSM/GPRS based wireless communication with 4G modem for RTU/PLC complete in all respect or or as per direction of engineer in charge/ as per site requirement. 295 Automation ofESR Through SCADAFor Zone 3 296 Double Solenoid Flow Control Valve For DMA -1Size 200 mm dia 297 Double Solenoid Flow Control Valve For DMA -2 Size 250 mm dia 298 CE / UL certified Pressure Transmitter 299 CE / UL certified Electromagnetic flowmeter of size DMA -1 200 mm dia 300 CE / UL certified Electromagnetic flowmeter of size DMA -2 250 mm dia 301 Resedual Chlorine Analyser 302 Required Equipments to br install at OHT 303 Motor operated Sluice Valve with Actuator 200 mm Size 304 Motor operated Sluice Valve with Actuator 250 mm Size 305 Ultrasonic Level Sensor 306 For Zone - 04 (New TW -02 Nos) 600 LPM 307 Transportation of Rig Machine & its T&P/equipment"s to the site of work including loading & unloading, baricating, erection & dismantling etc. 308 Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. 309 Transportation of OP Unit and its T&P including loading & unloading. erection & dismantling etc. 310 DC Drilling upto 165M 311 Drilling of 500 mm. dia bore from G.L. to 100 m BGL. 312 Drilling of 500 mm.dia bore from 100 M bglto 165 m BGL. 313 LOWERING OFTUBE WELLASSEMBLYAND SHROUDINGOF TW BY GRAVEL 314 Welding and lowering of TW Assembly (including electrodes welding set and generator etc. required for completion of work) as per following : Lowering of 200mm X 150mm dia (tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 165 m BGL. 315 200mm dia MS ERW pipe from G.L. to 48 mBGL 316 150 mm.dia M.S ERWplain/ slotted pipe from 48 m BGL to 100 m BGL 317 150 mm.dia M.S ERWplain/ slotted pipe from 100 m BGL to 150 m BGL 318 TUBE WELL ASSEMBLY : Supply including loading & unloading of TW assembly of MSERW pipe. 319 M.S. Tubewell assembly with all required parts like plain pipe, slotted pipe (as required upto 50% of plain pipes) well cap, bail pliug, clamp, reducer, centre guide, support structure etc as required & as per typed design complete in all respect. 320 200mm dia size MSERW housing pipe 7.1mm thick including with 1 no 200 X 150mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick ,required M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc complete in all respect . 321 150mm dia MSERW 7.1mm thick plain /slotted pipe including with required M.S ring 100X12mmthick , 1 noM.S. bail plug , required center guide etc comp in all respect. 322 PEA- GRAVEL 323 Supply of 1.6 mm to 4.8 mm size pea gravel duly screened and washed as per IS 4097 324 DEVELOPMNET OF TUBE WELL 325 Development of Tube well by 250 PSI Compressoras per IS-11189 including Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. 326 DEVELOPMENT OF TUBE WELL BY 3 Cusec O.P. UNIT AS PER IS 2800 :- 327 Development of Tube well by 3 Cusec O.P. Unit including Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. 328 TEST : 329 Chemical and Bacteriological test of water sample from departmental approved lab 330 Electrical Logging of the Bore 331 Barricading Arrangement at Site during construction of TW & Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development( Compressor & O.P.Unit) of work. 332 Pumping Plant including Servo Stablizer and Chlorinating Plant 600 LPM/60 M Head - 02 Nos for New TW 333 SITC of600 LPM, 60 m head or suitable head as per site condition and direction of engineer in charge 2900rpm, 15 HP submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) with 100 mm dia size 24 meter column pipe, 100 mm dia NRV, 100 mm dia CI D/F Bend 90 Degree, 100 mm dia CI A/F Tee, 100 mm dia D/F pipe (1.5 m long 2 nos. and 1 m long 1 no.), earthing, painting, Toolset, Power wiring of pump house internal and external, 2 Tonne chainpully block P-type indef make, and all pumping plant accessories with nut bolts and rubber packing etc. 334 Fully automatic ServoVoltage Stabilizer having(20 KVA or suitable capacity as per actual site requirements and as per direction of Engineer in Charge) fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 200 V output voltage 470 V with T/F oil ,power cable & earthing etc.complete in all respect or as per direction of engineer in charge/ as per site requirement. 335 SCADA compatable chlorinatingSystem 336 CE / UL certified Intelligent smart energy meter 337 Motor OperatedActuator with Sluice Valve (100mm) 338 CE / UL certified Electromagnetic flowmeter of size:100mm 339 Digital Soft starter (15 KW) 340 Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (100 Amps) 341 CE / UL certified Hydrostatatic type sub soil water level transmitter - 342 CE / UL certified Pressure Transmitter 343 CE / UL certified Surge protector for control panel 344 CE / UL certified 7" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters 345 Control panel with IP 54 protection, industrial grade fro all equipments (separate for control (24V) and power equipments. 346 Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse upto meter 347 Suppy and Installation of Suitable Size Armored Cable including copper lugs etc. complete work. 348 Fully Automation of TW & OHT through SCADA complete in all respect including mobile based app development and interconnection with MCS and central control room Lucknow with CE&UL Certified PLC/RTU in IP54 including GSM/GPRS based wireless communication with 4G modem for RTU/PLC or as per direction of engineer in charge/ as per site requirement. 349 Automation ofESR Through SCADAFor Zone 4 350 Double Solenoid Flow Control Valve For DMA -1Size 200 mm dia 351 Double Solenoid Flow Control Valve For DMA -2 Size 250 mm dia 352 CE / UL certified Pressure Transmitter 353 CE / UL certified Electromagnetic flowmeter of size DMA -1 200 mm dia 354 CE / UL certified Electromagnetic flowmeter of size DMA -2 250 mm dia 355 Resedual Chlorine Analyser 356 Required Equipments to br install at OHT 357 Motor operated Sluice Valve with Actuator 200 mm Size 358 Motor operated Sluice Valve with Actuator 200 mm Size 359 Ultrasonic Level Sensor 360 Supply, installation,testing & Commissioning of SCADA LCS For Zone 01 to 04 361 Scada LCS (Local Control Station) complete in all respector as per direction of engineer in charge/ as per site requirement. 362 Three Month Trial & Run of TW, LCS, Pumping plant with consumable items till handing over includingwatch & ward .

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