|
| 1 | 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 . |
