Tender For Nagar Panchayat Suchittaganj (Khirauni) Water Supply And House Connection Scheme District-Ayodhya ... in India

Work Detail

Tender For Nagar Panchayat Suchittaganj (Khirauni) 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 11 300 mm dia 12 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. 13 HDPE PipePN-6 PE-100 14 90 mm dia 15 110 mm dia 16 140 mm dia 17 160 mm dia 18 DI Pipe Class K-7 19 200 mm dia 20 250 mm dia 21 300 mm dia 22 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. 23 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. 24 D. I. D/F Sluice Valve 25 80 mm dia 26 100 mm dia 27 125 mm dia 28 150 mm dia 29 200 mm dia 30 Scour valve 80 mm dia 31 Fire Hydrant 80 mm dia 32 C.I. Single ball type Air Valve 25 mm dia 33 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. 34 D. I. D/F Sluice Valve 35 80 mm dia 36 100 mm dia 37 125 mm dia 38 150 mm dia 39 200 mm dia 40 Scour Valve 80 mm dia 41 Fire Hydrant 80 mm dia 42 C.I. Single ball type Air Valve 25 mm dia 43 Supply of all materials and construct following chambers as per type design with supply of all labour, T&P etc. complete. 44 Masonary Type 45 Fire Hydrant Chamber 46 Air Valve Chamber 47 Surface Box Type 48 Dismentling of following type of road and stacking of useful materials including supply of all materials, labour, T&P etc. complete. 49 BOE Road 50 C.C. Road 51 Bitumen Road 52 Interlocking 53 Reinstatement of following type road As per PWD specification 54 BOE Road (with40 % New Bricks and 60 % old Undamaged serviceable bricks) 55 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) 56 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. 57 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) 58 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) 59 Nala/Culvert Crossing ( width ‐3.5 m) 60 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) 61 In C.C. 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 For 250 mm to 300 mm dia 66 In bituminous roads 67 For 90 mm to 110 mm dia 68 For 125 mm to 160 mm dia 69 For 180 mm to 250 mm dia 70 For 250 mm to 300 mm dia 71 In BOE roads 72 For 90 mm to 110 mm dia 73 For 125 mm to 160 mm dia 74 For 180 mm to 250 mm dia 75 For 250 mm to 300 mm dia 76 In C.C. Interlocking Tiles roads 77 For 90 mm to 110 mm dia 78 For 125 mm to 160 mm dia 79 For 180 mm to 250 mm dia 80 For 250 mm to 300 mm dia 81 In Kachcha roads 82 For 90 mm to 110 mm dia 83 For 125 mm to 160 mm dia 84 For 180 mm to 250 mm dia 85 For 250 mm to 300 mm dia 86 LAYING OF RISING MAIN 87 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. 88 150mm dia DI K-9 89 200mm dia DI K-9 90 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. 91 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. 92 DI Pipe Class K-9 93 150mm dia DI K-9 94 200mm dia DI K-9 95 Dismentling of following type of road and stacking of useful materials including supply of all materials, labour, T&P etc. complete. 96 BOE Road 97 C.C. Road 98 Bitumen Road 99 Reinstatement of following type road As per PWD specification 100 BOE Road (with40 % New Bricks and 60 % old Undamaged serviceable bricks) 101 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) 102 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. 103 Supply of all material, labour, T&P and construct RCC thrust blocks at the bends etc. complete. 104 From 150 mm 105 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 106 D. I. D/F Sluice Valve 107 150 mm dia 108 200 mm dia 109 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. 110 D. I. D/F Sluice Valve 111 150 mm dia 112 200 mm dia 113 Supply of all material labour, T&P etc. Required and construct of Sluice Valve Chamber Masonry Type as per type design. 114 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. 115 Construction of O.H.T. 116 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 117 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. 118 Zone 1, 700Kl Capacity / 20M staging 119 Zone 2, 800Kl Capacity / 22M staging 120 Zone 3, 900Kl Capacity / 22M staging 121 CONSTRUCTION OF NEW BOUNDARY WALL, APPROACH ROAD AND GATE 122 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. 123 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. 124 Supply Earth filling in plingth including filling, dressing and ramming earth or sand or bajari or ballast or kankar or shingle. 125 Construction of interlocking approach road with both side brick Eadge and earth filling including supply of all materials, labour, tools and plants etc. complete. 126 Construction of MCS, centralized control room including supply of all materials, labour, T & P complete. 127 Construction of chlorine dosing room including supply of all materials, labour, T & P etc. complete. 128 E / M works 129 For Zone - 01 (New TW -02 Nos.) 900 LPM 130 Transportation of Rig Machine & its T&P/equipment"s to the site of work including loading & unloading, baricating, erection & dismantling etc. 131 Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. 132 Transportation of OP Unit and its T&P including loading & unloading. erection &dismantling etc. 133 DC Drilling upto 165M 134 Drilling of 600 mm. dia bore from G.L. to 60 m BGL. 135 Drilling of 500 mm. dia bore from 60 mto 100 m BGL. 136 Drilling of 500 mm.dia bore from 100 M bglto 165 m BGL. 137 LOWERING OFTUBE WELLASSEMBLYAND SHROUDINGOF TW BY GRAVEL 138 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. 139 300mm dia MS ERW pipe from G.L. to 54 mBGL 140 150 mm.dia M.S ERWplain/ slotted pipe from 54 m BGL to 100 m BGL 141 150 mm.dia M.S ERWplain/ slotted pipe from 100 m BGL to 150 m BGL 142 TUBE WELL ASSEMBLY : Supply including loading & unloading of TW assembly of MSERW pipe. 143 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. 144 300mm 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 . 145 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. 146 PEA- GRAVEL 147 Supply of 1.6 mm to 4.8 mm size pea gravel duly screened and washed as per IS 4097 148 DEVELOPMNET OF TUBE WELL 149 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. 150 DEVELOPMENT OF TUBE WELL BY 3 Cusec O.P. UNIT AS PER IS 2800 :- 151 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. 152 TEST : 153 Chemical and Bacteriological test of water sample from departmental approved lab 154 Electrical Logging of the Bore 155 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. 156 Pumping Plant including Servo Stablizer and Chlorinating Plant 900 LPM/55 M Head - 02 Nos( 02 Nos. for New TW) 157 SITC of900 LPM, 55 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 150 mm dia size 24 meter column pipe, 150 mm dia NRV, 150 mm dia CI D/F Bend 90 Degree, 150 mm dia CI A/F Tee, 150 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. 158 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. 159 SCADA compatable chlorinatingSystem 160 CE / UL certified Intelligent smart energy meter 161 Motor OperatedActuator with Sluice Valve (150mm) 162 CE / UL certified Electromagnetic flowmeter of size:150mm 163 Digital Soft starter (15 KW) 164 Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (100 Amps) 165 CE / UL certified Hydrostatatic type sub soil water level transmitter 166 CE / UL certified Pressure Transmitter 167 CE / UL certified Surge protector for control panel 168 CE / UL certified 7" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters 169 Control panel with IP 54 protection, industrial grade fro all equipments (separate for control (24V) and power equipments. 170 Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse upto meter 171 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. 172 Automation ofESR Through SCADA For Zone - 1 173 Double Solenoid Flow Control Valve 200 mm dia 174 Double Solenoid Flow Control Valve 250 mm dia 175 CE / UL certified Pressure Transmitter 176 CE / UL certified Electromagnetic flowmeter of size 200 mm dia 177 CE / UL certified Electromagnetic flowmeter of size 250 mm dia 178 Resedual Chlorine Analyser 179 Required Equipments to br install at OHT 180 Motor operated Sluice Valve with Actuator 300 mm dia Size 181 Electromagnetic Flowmeter 300 mm dia Size 182 Ultrasonic Level Sensor 183 For Zone - 02 (New TW -02 Nos.) 900 LPM 184 Transportation of Rig Machine & its T&P/equipment"s to the site of work including loading & unloading, baricating, erection & dismantling etc. 185 Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. 186 Transportation of OP Unit and its T&P including loading & unloading. erection & dismantling etc. 187 DC Drilling upto 165M 188 Drilling of 600 mm. dia bore from G.L. to 60 m BGL. 189 Drilling of 500 mm. dia bore from 60 mto 100 m BGL. 190 Drilling of 500 mm.dia bore from 100 M bglto 165 m BGL. 191 LOWERING OFTUBE WELLASSEMBLYAND SHROUDINGOF TW BY GRAVEL 192 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. 193 300mm dia MS ERW pipe from G.L. to 54 mBGL 194 150 mm.dia M.S ERWplain/ slotted pipe from 54 m BGL to 100 m BGL 195 150 mm.dia M.S ERWplain/ slotted pipe from 100 m BGL to 150 m BGL 196 TUBE WELL ASSEMBLY : Supply including loading & unloading of TW assembly of MSERW pipe. 197 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. 198 300mm 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 . 199 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. 200 PEA- GRAVEL 201 Supply of 1.6 mm to 4.8 mm size pea gravel duly screened and washed as per IS 4097 202 DEVELOPMNET OF TUBE WELL 203 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. 204 DEVELOPMENT OF TUBE WELL BY 3 Cusec O.P. UNIT AS PER IS 2800 :- 205 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. 206 TEST : 207 Chemical and Bacteriological test of water sample from departmental approved lab 208 Electrical Logging of the Bore 209 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. 210 Pumping Plant including Servo Stablizer and Chlorinating Plant 900 LPM/55 M Head - 02 Nos( 02 Nos. for New TW) 211 SITC of900 LPM, 55 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 150 mm dia size 24 meter column pipe, 150 mm dia NRV, 150 mm dia CI D/F Bend 90 Degree, 150 mm dia CI A/F Tee, 150 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. 212 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. 213 SCADA compatable chlorinatingSystem 214 CE / UL certified Intelligent smart energy meter 215 Motor OperatedActuator with Sluice Valve (150mm) 216 CE / UL certified Electromagnetic flowmeter of size:150mm 217 Digital Soft starter (15 KW) 218 Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (100 Amps) 219 CE / UL certified Hydrostatatic type sub soil water level transmitter 220 CE / UL certified Pressure Transmitter 221 CE / UL certified Surge protector for control panel 222 CE / UL certified 7" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters 223 Control panel with IP 54 protection, industrial grade fro all equipments (separate for control (24V) and power equipments. 224 Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse upto meter 225 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. 226 Automation ofESR Through SCADA For Zone - 2 227 Double Solenoid Flow Control Valve 200 mm dia 228 Double Solenoid Flow Control Valve 250 mm dia 229 CE / UL certified Pressure Transmitter 230 CE / UL certified Electromagnetic flowmeter of size 200 mm dia 231 CE / UL certified Electromagnetic flowmeter of size 250 mm dia 232 Resedual Chlorine Analyser 233 Required Equipments to br install at OHT 234 Motor operated Sluice Valve with Actuator 300 mm dia Size 235 Electromagnetic Flowmeter 300 mm dia Size 236 Ultrasonic Level Sensor 237 For Zone - 03 (New TW -02 Nos.) 1100 LPM 238 Transportation of Rig Machine & its T&P/equipment"s to the site of work including loading & unloading, baricating, erection & dismantling etc. 239 Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. 240 Transportation of OP Unit and its T&P including loading & unloading. erection & dismantling etc. 241 DC Drilling upto 165M 242 Drilling of 600 mm. dia bore from G.L. to 60 m BGL. 243 Drilling of 500 mm. dia bore from 60 mto 100 m BGL. 244 Drilling of 500 mm.dia bore from 100 M bglto 165 m BGL. 245 LOWERING OFTUBE WELLASSEMBLYAND SHROUDINGOF TW BY GRAVEL 246 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 200mm 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. 247 300mm dia MS ERW pipe from G.L. to 54 mBGL 248 200 mm.dia M.S ERWplain/ slotted pipe from 54 m BGL to 100 m BGL 249 200 mm.dia M.S ERWplain/ slotted pipe from 100 m BGL to 150 m BGL 250 TUBE WELL ASSEMBLY : Supply including loading & unloading of TW assembly of MSERW pipe. 251 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. 252 300mm 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 . 253 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. 254 PEA- GRAVEL 255 Supply of 1.6 mm to 4.8 mm size pea gravel duly screened and washed as per IS 4097 256 DEVELOPMNET OF TUBE WELL 257 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. 258 DEVELOPMENT OF TUBE WELL BY 3 Cusec O.P. UNIT AS PER IS 2800 :- 259 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. 260 TEST : 261 Chemical and Bacteriological test of water sample from departmental approved lab 262 Electrical Logging of the Bore 263 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. 264 Pumping Plant including Servo Stablizer and Chlorinating Plant 1100 LPM/55 M Head - 02 Nos( 02 Nos. for New TW) 265 SITC of1100 LPM, 55 m head or suitable head as per site condition and direction of engineer in charge 2900rpm, 25 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 150 mm dia size 24 meter column pipe, 150 mm dia NRV, 150 mm dia CI D/F Bend 90 Degree, 150 mm dia CI A/F Tee, 150 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. 266 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. 267 SCADA compatable chlorinatingSystem 268 CE / UL certified Intelligent smart energy meter 269 Motor OperatedActuator with Sluice Valve (150mm) 270 CE / UL certified Electromagnetic flowmeter of size:150mm 271 Digital Soft starter (22 KW) 272 Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (125 Amps) 273 CE / UL certified Hydrostatatic type sub soil water level transmitter 274 CE / UL certified Pressure Transmitter 275 CE / UL certified Surge protector for control panel 276 CE / UL certified 7" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters 277 Control panel with IP 54 protection, industrial grade fro all equipments (separate for control (24V) and power equipments. 278 Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse upto meter 279 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. 280 Automation ofESR Through SCADA For Zone - 3 281 Double Solenoid Flow Control Valve 300 mm dia 282 Double Solenoid Flow Control Valve 250 mm dia 283 CE / UL certified Pressure Transmitter 284 CE / UL certified Electromagnetic flowmeter of size 300 mm dia 285 CE / UL certified Electromagnetic flowmeter of size 250 mm dia 286 Resedual Chlorine Analyser 287 Required Equipments to br install at OHT 288 Motor operated Sluice Valve with Actuator 300 mm dia Size 289 Electromagnetic Flowmeter 300 mm dia Size 290 Ultrasonic Level Sensor 291 Supply, installation,testing & Commissioning of SCADA LCS For Zone 01 to 03 292 Scada LCS (Local Control Station) complete in all respector as per direction of engineer in charge/ as per site requirement. 293 Three Month Trial & Run of TW, LCS, Pumping plant with consumable items till handing over includingwatch & ward .

Contact Information