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| 1 | Civil Works |
| 2 | Construction of R.C.C Overhead Tank |
| 3 | Submission of vetted design, drawing and Supply of all materials, labour, T&P etc. and construct an RCC over head tank of M-30 concrete with following capacity with minimum freeboard of 15cm, RCC staircase and 1.2m wide balcony, G.I. Pipe and angle iron posts around the balcony and at the dome periphery, two column RCC staircasewith SS railing in a slope of 3:1 from the balcony to the top of tank and inside the tank, supply and fixing 10mm gauge M.H. cover of 60cm x 60cm size with locking device, ventilator, lightening conductor,digitalwater level indicator, fixing of puddle collars and bell mouths, supply and fixing M.S. clamps with RCC coloumn, 25 mm thick PCC 1:2:4 floor over 80 mm PCC 1:4:8 in appron, 150 mm semicircular drain around the tank, escape channel of 20m length, box type enclosure at the entrance of the staircase having locking arrangements, water proofing, three coats of approved quality Apex paint and testing of tank for water tightness etc. and including testing bearing capacity of soil , site clearance and other unforeseen items as per specifications in tender document and manuals etc. The depth of foundation is minimum 2.50m from existing Ground level on pile/ raft foundation or at more depth based on design of tank for which no extra claim shall be entertained. Made up level of OHT shall be taken as 0.60m above road level. Extra earth required for made up level shall be arranged by the contractor at his own cost.All works complete upto the satisfaction of Engineer-in-charge. |
| 4 | For Zone II -975 KL @ 18m staging:- Supply and fixing of C.I D/F pipes and C.I D/F sluice valvewith required specials such as reducers, duck foot bend, bell mouth etc in inlet of the tank including supply of MS clamps, rubber insertion sheet, nut bolts, washer etc complete as detailed for each pipe line a. C.I D/f pipe inlet - 2nos of 200 mm diab. C.I D/f pipe outlet - 2nos of 300mm diac. C.I D/f pipe overflow - 2nos of 250mm diad. C.I D/f pipe washout - 1nos of 200mm dia |
| 5 | For Zone III- 1250 KL @ 20m staging:-Supply and fixing of C.I D/F pipes and C.I D/F sluice valvewith required specials such as reducers, duck foot bend, bell mouth etc in inlet of the tank including supply of MS clamps, rubber insertion sheet, nut bolts, washer etc complete as detailed for each pipe line a. C.I D/f pipe inlet - 2nos of200 mm diab. C.I D/f pipe outlet - 2nos of 350mm diac. C.I D/f pipe overflow - 1nos of 250mm diad. C.I D/f pipe washout - 1nos of 200mm dia |
| 6 | Supply of materials, labour, T&P and construct brick masonary sluice valve chamber including RCC cover as per type dept. design at inlet, outlet and washout pipes. The RCC cover shall be casted in SS channel section with handles on both sides. (Chambers for washout and overflow may be combined) |
| 7 | The words U.P.Jal nigam (Urban) stating year of construction, capacity of OHT as per directions of Engineer-in-charge shall be painted prominently in letter not less than 30 cm in height. Maintenance for 12 months including supply of all materials etc complete. |
| 8 | Construction of New RCC Over Head Tank |
| 9 | Zone-II |
| 10 | 975 KL @18m staging |
| 11 | Zone-III |
| 12 | 1250KL @ 20m staging |
| 13 | Construction of Pump Houses |
| 14 | Provide all materials, labour, T&P etc. complete and construct Pump house size (3.6x3.0x3.0)m Chlorinating room size (1.8 x 2.5x 3.0)m as per departmental type design and specifivations given in tender document including supply of labour, material etc for completion of works upto the satisfaction of Engineer-in-charge |
| 15 | Zone-II & Zone-III |
| 16 | Renovation of Existing Over Head Tank |
| 17 | 1 RENOVATION OF EXISTING OVER HEAD TANK WHICH INCLUDESFOLLOWING ITEMS:- Providing and erection of scaffolding and shutted Ing material like challl, gurra, nail, bans, ballia, patra etc. required for complete of work on all surgace area of OHT from top dome to G.L. so as to glve strong and safe plateform to workers to work on all part of OHT for repair and strengthning as per direction of engineer incharge. Surface Preparation- The surface of structure to be treated for strengthning shall be reoughened properly either by raking joints or by haching the cement concrete surface with a specially made haching tool or otherwise alternatively to /make the surface rough and dust free by providing spatter key or wire brush. Injection grouting in vertical surface/wall placing and fixing nozzle by drilling machine in tank wall having minimum dia of nozzle 15mm and provide on a regular interval not exceeding 1m including construction joints. Injection of pidicrete AM (Ploymer based on shrinkage high strength grout) admixed with cement through nozle under pressure by sump @ 250gms per bag of cement sealing the nozzle after frounting with Ploymer product mixed with cement, making tank body in working and seapage free condition. Change of steel ladder inside the tank, repair of MH cover of top dome, change of mosqeuto jali with new one complete. Supply and fixing of 20mm dia G.I.Pipe railing in stair case and balcony. (Taking only 25% new and 75% old materials) Laying and fixing of 3mm thick MS wire mesh on roof of slab for nominal reinforcement including cost of all labour, materials, T&P etc required for completion of work. 25 mm thick 1:2:4 plain cement concrete flooring in apron with cement coarse sand and 20mm gauge stone ballast, laid in panels Finished with 3mm floating coat of neat cement of cement including 75mm thick base concrete of 1:4:8 including supply of all material. Paintingof outer surface of OHT with wheather proof paint (like apex etc.) as per direction of engineer incharge painting of iron work with 1 coat primer & 2 coats ofapproved emultion paint as per direction of engineer incharge.ZONE-1200 KL @ 18m staging |
| 18 | Renovation of Pump house |
| 19 | Provide all materials, labour, T&P etc. complete to renovate existing Pump house size cum Chlorinating room as per departmental type design, replacement of damaged pipes and valves, electrical fittings, pumps ,motor etcas deemed necessary and as per directions of Engineer-in-charge.Zone-I |
| 20 | Distribution Network |
| 21 | Supply of the following D.I. pipes (k-7) including specials conforming to I.S -8329/2000 or its latest amendment(s). Including F.O.R. destinations rate per metre in Rs., anywhere in U.P. including cost of one Rubber Gasket per pipe length & inclusive of all Taxes & Duties, Third Party Inspection Charges, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc. |
| 22 | Zone-I |
| 23 | 200 mm diaD.I. (K-7 pipes) |
| 24 | Zone-II |
| 25 | 300 mm diaD.I. (K-7 pipes) |
| 26 | 250mm diaD.I. (K-7 pipes) |
| 27 | 200 mm diaD.I. (K-7 pipes) |
| 28 | Zone-III |
| 29 | 350 mm diaD.I. (K-7 pipes) |
| 30 | 300 mm diaD.I. (K-7 pipes) |
| 31 | 250mm diaD.I. (K-7 pipes) |
| 32 | 200 mm diaD.I. (K-7 pipes) |
| 33 | Supply of the following HDPE Pipes PN-6/ PE-100 including electrofusion specials as per I.S. code no. 4984/14151/ 12786/13488 or its latest amendment in coils/ slandered lengths with necessary jointing material like elctrofusion coupler for Joints/ junctions, flanged joint, inclusive of third party inspection charges packing and forwarding charges, transit insurance charges, road transportation charges etc. F.O.R. destination etc. complete |
| 34 | Zone-I |
| 35 | 160 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 36 | 140 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 37 | 110 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 38 | Zone-II |
| 39 | 160 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 40 | 140 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 41 | 110 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 42 | Zone-III |
| 43 | 160 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 44 | 140 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 45 | 110 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 46 | Excavation for pipeline trenches in ordinary soil (loam,clay or sand) including lift upto 1.5m and lead upto 50m and refilling, watering, ramming of excavted earth in to the trenches and disposal of surplus earth upto 50m from the center of the trenches. D.I.( K-7) pipes. Guidelines on Environmental construction and demolition (C&D) wastes and GRAP circulated by Central Pollution Control board 2017 and its latest ammendments shall be adhered to for excavation of trench during laying of pipeline. Surplus material after backfilling shall be immediately removed from site and temporary restoration shall be done to make road motorable |
| 47 | Zone-I |
| 48 | Zone-II |
| 49 | Zone-III |
| 50 | Carting from the following sizes of D.I.Pipes (class K-7) and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient, cutting of pipes, making joints including cost of jointing material, rubber rings, labour, T&P etc including hydraulic testing of pipeline. It includes making alignment on city roads, making of trial pits to investigate location of various undergroung services like telephone cables, electric cables, existing water and sewer lines complete required for proper completion of work. only SBR rubber gaskets to be used as per IS 5382 and IS 12820 including making bypass arrangement. |
| 51 | Zone-I |
| 52 | 200 mm dia. D.I. (K-7 pipes) |
| 53 | Zone-II |
| 54 | 300 mm dia. D.I. (K-7 pipes) |
| 55 | 250 mm dia. D.I. (K-7 pipes) |
| 56 | 200 mm dia. D.I. (K-7 pipes) |
| 57 | Zone-III |
| 58 | 350 mm dia. D.I. (K-7 pipes) |
| 59 | 300 mm dia. D.I. (K-7 pipes) |
| 60 | 250 mm dia. D.I. (K-7 pipes) |
| 61 | 200 mm dia. D.I. (K-7 pipes) |
| 62 | Carting from the following sizes of HDPE PN-6/ PE-100 and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient, cutting of pipes, making joints including cost of jointing material, rubber rings, labour, T&P etc including hydraulic testing of pipeline. It includes making alignment on city roads, making of trial pits to investigate location of various undergroung services like telephone cables, electric cables, existing water and sewer lines complete required for proper completion of work. only SBR rubber gaskets to be used as per IS 5382 and IS 12820 including making bypass arrangement.Jointing between HDPE pipes shall be done as per latest IS: 7634 part-II. only bar coded electro-fusion machine (automatically readable) that can read the bar code of the fittings automatically |
| 63 | Zone-I |
| 64 | 160 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 65 | 140 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 66 | 110 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 67 | Zone-II |
| 68 | 160 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 69 | 140 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 70 | 110 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 71 | Zone-III |
| 72 | 160 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 73 | 140 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 74 | 110 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 75 | Supply of the following dia of valves, class I, working pressure 10 Kg/cm2 confirmingto IS: 780/1969 or its latest amendments, F.O.R. destination, carting and lowering them into the already preparedtrenches, fixing in position and jointingthem with pipelines and testing etc. completeand also including supply of jointing materials etc. complete .including alltaxes and insurance, as per instructions of Engineer -in -charge. zone-I+II+III |
| 76 | Sluice/wheel valve (Surface Box type) |
| 77 | 350∅ |
| 78 | 300∅ |
| 79 | 250∅ |
| 80 | 200∅ |
| 81 | 150∅ |
| 82 | 125∅ |
| 83 | 100∅ |
| 84 | Scour Valve - 80 mm dia |
| 85 | Scour Valve - 90 mm dia |
| 86 | Air valve - 20 mm dia |
| 87 | Air valve - 25 mm dia |
| 88 | Fire Hydrant - 80 mm dia. |
| 89 | Dismantling of roads for laying of pipe line including sorting out and stacking of serviceable materials, stacking and disposal of unserviceable materials upto a distance of 50 m including dismantling and cleaning of septic tanks if any. |
| 90 | Zone-I |
| 91 | B.O.E road |
| 92 | Bituminous road |
| 93 | Cement Concrete Road |
| 94 | Interlocking Road / Paver |
| 95 | Zone-II |
| 96 | B.O.E road |
| 97 | Bituminous road |
| 98 | Cement Concrete Road |
| 99 | Interlocking Road / Paver |
| 100 | Zone-III |
| 101 | B.O.E road |
| 102 | Bituminous road |
| 103 | Cement Concrete Road |
| 104 | Interlocking Road / Paver |
| 105 | Reinstatement of following type of roads dismantled during laying of pipe line including leakage repair if any and supply of all materials, labour and T & P etc. required for proper completion of the work. |
| 106 | Zone-I |
| 107 | B.O.E road |
| 108 | Bituminous road |
| 109 | Cement Concrete Road |
| 110 | Interlocking Road (40 % new & 60% quantity old bricks) |
| 111 | Zone-II |
| 112 | B.O.E road |
| 113 | Bituminous road |
| 114 | Cement Concrete Road |
| 115 | Interlocking Road (40 % new & 60% quantity old bricks) |
| 116 | Zone-III |
| 117 | B.O.E road |
| 118 | Bituminous road |
| 119 | Cement Concrete Road |
| 120 | Interlocking Road (40 % new & 60% quantity old bricks) |
| 121 | Provision of Road Cutting and reinstatement for PWD Roads for all zones of any thickness including cleaning of debris, removal of materials and restoring the same to originl condition as per PWD norms. Zone - I+II+III |
| 122 | Supply of all labour, materials, T&P etc. all complete and construction of following valve chambers as per type design.for both zones |
| 123 | Sluice valve (masonary type) |
| 124 | Sluice/ wheel Valve ( surface box type) |
| 125 | Air valve |
| 126 | Fire hydrant |
| 127 | Nala crossing/culvert/ Road crossing more than 3.5m width with carrier pipe including proper encasing of pipe and restoring the drain to original condition inluding supply of all materials, labour, T&P etc complete upto the satisfaction of Engineer-in-charge |
| 128 | Nala crossing (small) upto 3.5m width with carrier pipe and restoring the drain to original condition |
| 129 | House Connection |
| 130 | Provision of new single brass tap ferrule water house hold Connection with fixing of saddle (electrofusion tapping saddle) for making connection with HDPE distribution pipeline minimum 10m, DI strap saddle, ferrule for making connection with pipes other than HDPE, connection fittings, GM ferrule of 15mm dia including brass tape with welded, 20mm dia (OD) HDPE pipe (PE-100/ PN-12.5) and 20mm dia OD G.I pipe (minimum 1m) Class B upto house holder as per type design drawings and .including dismantling of all type of road, excavation, laying and jointing for proper completion of workas per instructions of Engineer-in-charge. Making house connection with all data like Aadhar Card/ address proof/mobile no and geotagging of house connections. |
| 131 | Zone-I |
| 132 | 200 mm dia.-250 mm dia |
| 133 | 140 mm dia-180 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 134 | 90 mm dia-125 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 135 | Zone-II |
| 136 | 300 mm dia.-350 mm dia |
| 137 | 200 mm dia.-250 mm dia |
| 138 | 140 mm dia-180 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 139 | 90 mm dia-125 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 140 | Zone-III |
| 141 | 300 mm dia.-350 mm dia |
| 142 | 200 mm dia.-250 mm dia |
| 143 | 140 mm dia-180 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 144 | 90 mm dia-125 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 145 | Provision of reinstatement work for water house hold Connection including supply of all materials, labour and T & P etc. required for proper completion of the work. |
| 146 | Zone-I |
| 147 | Bituminous Road |
| 148 | Cement Concrete road |
| 149 | Interlocking Road / Paver |
| 150 | Zone-II |
| 151 | Bituminous Road |
| 152 | Cement Concrete road |
| 153 | Interlocking Road / Paver |
| 154 | Zone-III |
| 155 | Bituminous Road |
| 156 | Cement Concrete road |
| 157 | Interlocking Road / Paver |
| 158 | shifting of old house connections in different sizes of pipes including supply, carting of specials, lowering them into trenches, cutting, fixing them in proper alignment and jointing including necessary excavation for connection etc all complete |
| 159 | Provision of interconnection in existing pipe network AC/PVC/ DI/HDPE pipe including supply, carting of specials, lowering them into trenches, cutting, fixing in proper alignment including bailing out wateretc all necessary works complete upto the satisfaction of Engineer-in-charge |
| 160 | 200 mm dia.-250mm dia |
| 161 | 140 mm dia-180mm dia |
| 162 | 90 mm dia-125 mm dia |
| 163 | Rising Main |
| 164 | Supply of following sizes (D.I.) pipes for rising main conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS‐1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including supply and fixing of specials all required for making lengths of these pipes complete as per instructions of Engineer ‐in ‐ charge. |
| 165 | Zone-II |
| 166 | TW1 to OHT 200 mm dia K‐9 |
| 167 | TW2 to OHT 200 mm dia K‐9 |
| 168 | Zone-III |
| 169 | TW1 to OHT 200 mm dia K‐9 |
| 170 | TW2 to OHT 200 mm dia K‐9 |
| 171 | Excavation for pipeline trenches in ordinary soil (loam,clay or sand) including lift upto 1.5m and lead upto 50m and refilling, watering, ramming of excavted earth in to the trenches and disposal of surplus earth upto 50m from the center of the trenches. D.I.( K-7) pipes. Guidelines on Environmental construction and demolition (C&D) wastes and GRAP circulated by Central Pollution Control board 2017 and its latest ammendments shall be adhered to for excavation of trench during laying of pipeline. Surplus material after backfilling shall be immediately removed from site and temporary restoration shall be done to make road motorable |
| 172 | Carting from (upto 8 km) the following sizes of D.I.Pipes (class K-7) and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient, cutting of pipes, making joints including cost of jointing material, rubber rings, labour, T&P etc including hydraulic testing of pipeline. It includes making alignment on city roads, making of trial pits to investigate location of various undergroung services like telephone cables, electric cables, existing water and sewer lines complete required for proper completion of work. only SBR rubber gaskets to be used as per IS 5382 and IS 12820 including making bypass arrangement. |
| 173 | Zone-II and Zone-III |
| 174 | 200 mm dia K‐9 |
| 175 | Zone- |
| 176 | 200 mm dia K‐9 |
| 177 | Supply & fixing of following sizes of C.I. Double flanged sluice valves as per I.S. 780/1969 class - 1 F.O.R. destination including all taxes and insurance. |
| 178 | 200mm dia |
| 179 | Supply of all materials,labour,T & P etc. and construct following valve chambers. |
| 180 | 1) Sluice Valve chambers |
| 181 | Dismantling of roads for laying of pipe line including sorting out and stacking of serviceable materials, stacking and disposal of unserviceable materials upto a distance of 50 m including dismantling and cleaning of septic tanks if any. |
| 182 | Zone-II+III |
| 183 | Bituminous road |
| 184 | Cement Concrete Road |
| 185 | Reinstatement of following type of roads dismantled during laying of pipe line including leakage repair if any and supply of all materials, labour and T & P etc. required for proper completion of the work. |
| 186 | Zone-II+III |
| 187 | Bituminous road |
| 188 | Cement Concrete Road |
| 189 | Supply of all materials,labour, and T & P etc. and construct R.C.C. M-20 thrust blocks. For 200mm Dia pipe Includingsupply of mild steel reinforcement, its bending , fixing and bending with 0.50mm thick binding wire, necessary centering and shuttering including curing etc all complete |
| 190 | Supply of all labour, materials and T & P etc. and construct boundary wallas per approved drawing for OHT and Pumping stations including earth filling as deemed necessary for proper completion of work |
| 191 | Supply of all labour ,materials and T & P etc .and provide 3.60 m wide M.S. gate and 1 m wide wicket gate with pillars as per department type design drawing. |
| 192 | Construction of MCS Room (11.0 x 5.0 x 4.0m)including all labour,machinery etc and electrical fittings as per directions of Engineer-in-charge |
| 193 | Construction of 3.6m wide Cement interlocking tiles of approved thickness approach road to OHT and pumping station including preparation of subgrade with lean concrete 1:6:12, 8 cm thick and sand 5 cm thick supply of materials, labour etc all complete |
| 194 | Construction of Staff Quarter as per departmental type design including all elctrical and plumbing fittings and all works upto the satisfaction of Engineer-in-charge.(Zone-II) |
| 195 | Construction of Groundwater recharging unit by rain water harvesting in water works compound |
| 196 | ZONE - 01 |
| 197 | PUMPING PLANT & INSTRUMENTATION |
| 198 | SITC of 800 LPM, 67 M head (Both Tantetive) Submersiblepump motor set with 24m 150mm dia coloum pipe, NRV, CI D/F Bend 90º, CI A/F Tee, D/F Pipe (1.5 m long 02 nos & 1.0 m long 01 no) Earthing, Painting, Tools sets, wiring of pump house internal & external, Chain pulley block & all Pumping Plant accessories with nut bolts and rubber packing etc. |
| 199 | Submersible Pump Motor Set 800 LPM, 67 M head (Both Tantetive) as Spare |
| 200 | Servo Voltage Stabilizer of suitable capacity & SCADA compatible with all required accessoriescomplete in all respect |
| 201 | 3M long heavy duty coloum pipe (spare) |
| 202 | Automatic chlorination System |
| 203 | CE/UL CertifiedIntelligent Smart Energy Meter |
| 204 | Motor Operated Actuator with 150 mm dia DI sluice valve |
| 205 | CE/UL Certified Electromagnetic Flowmeter of size 150 mm |
| 206 | Soft starter with RS485 Port- 400V Class, 30 KWor higher suitable Rating. |
| 207 | CE/UL Certified Pressure transmitter for Pump House |
| 208 | CE/UL certified hydrostatic type sub soil water level transmitter for tubewells |
| 209 | Automation Work of Tubewell |
| 210 | CE&UL Certified PLC/RTU in IP54 enclosure suitable to communicate with GSM based modem unit with CPU and Power supply with analog and digital parameter and features as specified, for each Tubewell /OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations as specified in tender technical specification |
| 211 | GSM/GPRS based wireless communication with 4G modem for RTU/PLC capable to transfer and gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification |
| 212 | Auto Phase Reversal Unit Suitble for above pumping plant with Inbuilt time delay and Enclosure (confirmation to IEC:60947-1 & IEC: 60947-b-1) 250 Amp |
| 213 | CE/UL Certified 7\" HMI Touch screen suitable to communication with PLC/RTU for local display and control of process parameter |
| 214 | Complete cabling for Tubewell including all power & control cables of all equipments at pump house and OHT |
| 215 | Control panel with IP-54 protection industrial grade for all equipments seprate for control 24V and power equipments |
| 216 | CE/UL certified surge protector for control panel |
| 217 | Installation, Testing and Commissioning for one Tubewell |
| 218 | Trial run for one Tubewell till hand over the scheme to concerning ULB. |
| 219 | AUTOMATION WORK AT ESR |
| 220 | Electrical panel with Remote Terminal Unit |
| 221 | Isolation DI Sluice Valve with Actuator (Outlet of ESR) 200 mm |
| 222 | Electro Magnetic Flowmeter (Outlet of ESR) Size 200 mm |
| 223 | Flow Control Valve suitable for drinking water Size 200 mm |
| 224 | Mannual Pressure Transmitter with display |
| 225 | Automatic Chlorination System |
| 226 | Battery operated / electricity or both (as per engineer encharge) Chlorine Analyser |
| 227 | CE/UL Certified Radar type level transmitter for OHT |
| 228 | Solar based digital Pressure Transmitter with battery & IP 67 protection with data logger 02 nos for each DMA |
| 229 | Booster Pump to increase terminal head upto 17 M head in each DMA for existing OHT (Booster system for differential head as per requirements) |
| 230 | Trial run of tubewells including electricity charges, operator charges and Chlorination charges till hand over the scheme to concerning ULB. |
| 231 | Trial run of DMA till hand over the scheme to concerning ULB. |
| 232 | ZONE - 02 |
| 233 | TRANSPORTATION |
| 234 | Transportation, Erection & Dismantling of Rig Machine |
| 235 | Transportation of Tubewell Assembly |
| 236 | Transportation, Erection & Dismantling of 350 PSI Compressure |
| 237 | Transportation, Erection & Dismantling of 3 Cusec O.P Unit |
| 238 | CONSTRUCTION OF TUBEWELL (DRILLING) |
| 239 | Drilling of 625 mm. dia bore from G.L. to 70 m BGL. |
| 240 | Drilling of 500 mm.dia bore from 70 M bglto 100 m BGL. |
| 241 | Drilling of 500 mm.dia bore from 100 M bglto 200 m BGL. |
| 242 | Bentonite Clay |
| 243 | Flushing of Bore |
| 244 | Electrical Logging of the Bore |
| 245 | LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF TW BY GRAVEL |
| 246 | Lowering of300X200 mm.dia tube well assembly duly welded including welding electrode and shrouding of pea gravel complete in all respect. |
| 247 | 300mm dia MS ERW pipe from G.L. to 65 mBGL |
| 248 | 200 mm.dia M.S ERWplain/ slotted pipe from 65 m BGL to 100 m BGL |
| 249 | 200 mm.dia M.S ERWplain/ slotted pipe from 100 m BGL to 180 m BGL |
| 250 | 300 mm.dia size |
| 251 | 200 mm.dia size |
| 252 | PEA- GRAVEL |
| 253 | Supply of 1.6 mm to 4.8 mm size pea gravel duly screened and washed as per IS 4097 |
| 254 | DEVELOPMNET OF TUBE WELL |
| 255 | Development of Tube well by 350 PSI Compressor |
| 256 | Development of Tube well by 3 Cusec O.P. Unit |
| 257 | TEST : |
| 258 | Chemical and Bacteriological test of water sample from departmental approved lab |
| 259 | Watch & ward during construction of Tubewell |
| 260 | PUMPING PLANT & INSTRUMENTATION |
| 261 | SITC of 1200 LPM, 67 M head (Both Tantetive) Submersiblepump motor set with 24m 150mm dia coloum pipe, NRV, CI D/F Bend 90º, CI A/F Tee, D/F Pipe (1.5 m long 02 nos & 1.0 m long 01 no) Earthing, Painting, Tools sets, wiring of pump house internal & external, Chain pulley block & all Pumping Plant accessories with nut bolts and rubber packing etc. |
| 262 | Submersible Pump Motor Set 1200 LPM, 67 M head (Both Tantetive) as Spare |
| 263 | Servo Voltage Stabilizer of suitable capacity & SCADA compatible with all required accessoriescomplete in all respect |
| 264 | 3M long heavy duty coloum pipe (spare) |
| 265 | Automatic chlorination System |
| 266 | CE/UL CertifiedIntelligent Smart Energy Meter |
| 267 | Motor Operated Actuator with 150 mm dia DI sluice valve |
| 268 | CE/UL Certified Electromagnetic Flowmeter of size 150 mm |
| 269 | Soft starter with RS485 Port- 400V Class, 30 KWor higher suitable Rating. |
| 270 | CE/UL Certified Pressure transmitter for Pump House |
| 271 | CE/UL certified hydrostatic type sub soil water level transmitter for tubewells |
| 272 | Automation Work of Tubewell |
| 273 | CE&UL Certified PLC/RTU in IP54 enclosure suitable to communicate with GSM based modem unit with CPU and Power supply with analog and digital parameter and features as specified, for each Tubewell /OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations as specified in tender technical specification |
| 274 | GSM/GPRS based wireless communication with 4G modem for RTU/PLC capable to transfer and gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification |
| 275 | Auto Phase Reversal Unit Suitble for above pumping plant with Inbuilt time delay and Enclosure (confirmation to IEC:60947-1 & IEC: 60947-b-1) 250 Amp |
| 276 | CE/UL Certified 7\" HMI Touch screen suitable to communication with PLC/RTU for local display and control of process parameter |
| 277 | Complete cabling for Tubewell including all power & control cables of all equipments at pump house and OHT |
| 278 | Control panel with IP-54 protection industrial grade for all equipments seprate for control 24V and power equipments |
| 279 | CE/UL certified surge protector for control panel |
| 280 | Installation, Testing and Commissioning for one Tubewell |
| 281 | Trial run for one Tubewell till hand over the scheme to concerning ULB. |
| 282 | AUTOMATION WORK AT ESR & DMA |
| 283 | Electrical panel with Remote Terminal Unit |
| 284 | Isolation DI Sluice Valve with Actuator (Outlet of ESR) 300 mm |
| 285 | Electro Magnetic Flowmeter (Outlet of ESR) Size 300 mm |
| 286 | Flow Control Valve suitable for drinking water Size 300 mm |
| 287 | Mannual Pressure Transmitter with display |
| 288 | Automatic Chlorination System |
| 289 | Battery operated / electricity or both (as per engineer encharge) Chlorine Analyser |
| 290 | CE/UL Certified Radar type level transmitter for OHT |
| 291 | Solar based digital Pressure Transmitter with battery & IP 67 protection with data logger 02 nos for each DMA |
| 292 | Trial run of tubewells including electricity charges, operator charges and Chlorination charges till hand over the scheme to concerning ULB. |
| 293 | ZONE - 03 |
| 294 | TRANSPORTATION |
| 295 | Transportation, Erection & Dismantling of Rig Machine |
| 296 | Transportation of Tubewell Assembly |
| 297 | Transportation, Erection & Dismantling of 350 PSI Compressure |
| 298 | Transportation, Erection & Dismantling of 3 Cusec O.P Unit |
| 299 | CONSTRUCTION OF TUBEWELL (DRILLING) |
| 300 | Drilling of 625 mm. dia bore from G.L. to 70 m BGL. |
| 301 | Drilling of 500 mm.dia bore from 70 M bglto 100 m BGL. |
| 302 | Drilling of 500 mm.dia bore from 100 M bglto 200 m BGL. |
| 303 | Bentonite Clay |
| 304 | Flushing of Bore |
| 305 | Electrical Logging of the Bore |
| 306 | LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF TW BY GRAVEL |
| 307 | 300mm dia MS ERW pipe from G.L. to 65 mBGL |
| 308 | 200 mm.dia M.S ERWplain/ slotted pipe from 65 m BGL to 100 m BGL |
| 309 | 200 mm.dia M.S ERWplain/ slotted pipe from 100 m BGL to 180 m BGL |
| 310 | TUBE WELL ASSEMBLY : |
| 311 | 300 mm.dia size |
| 312 | 200 mm.dia size |
| 313 | PEA- GRAVEL |
| 314 | Supply of 1.6 mm to 4.8 mm size pea gravel duly screened and washed as per IS 4097 |
| 315 | DEVELOPMNET OF TUBE WELL |
| 316 | Development of Tube well by 350 PSI Compressor |
| 317 | Development of Tube well by 3 Cusec O.P. Unit |
| 318 | TEST : |
| 319 | Chemical and Bacteriological test of water sample from departmental approved lab |
| 320 | Watch & ward during construction of Tubewell |
| 321 | PUMPING PLANT & INSTRUMENTATION |
| 322 | SITC of 1200 LPM, 67 M head (Both Tantetive) pump motor set with 24m 150mm dia coloum pipe, NRV, CI D/F Bend 90º, CI A/F Tee, D/F Pipe (1.5 m long 02 nos & 1.0 m long 01 no) Earthing, Painting, Tools sets, wiring of pump house internal & external, Chain pulley block & all Pumping Plant accessories with nut bolts and rubber packing etc. |
| 323 | Submersible Pump Motor Set 1200 LPM, 67 M head (Both Tantetive) as Spare |
| 324 | Servo Voltage Stabilizer of suitable capacity & SCADA compatible with all required accessoriescomplete in all respect |
| 325 | 3M long heavy duty coloum pipe (spare) |
| 326 | Automatic chlorination System |
| 327 | CE/UL CertifiedIntelligent Smart Energy Meter |
| 328 | Motor Operated Actuator with 150 mm dia DI sluice valve |
| 329 | CE/UL Certified Electromagnetic Flowmeter of size 150 mm |
| 330 | Soft starter with RS485 Port- 400V Class, 30 KWor higher suitable Rating. |
| 331 | CE/UL Certified Pressure transmitter for Pump House |
| 332 | CE/UL certified hydrostatic type sub soil water level transmitter for tubewells |
| 333 | Automation Work of Tubewell |
| 334 | CE&UL Certified PLC/RTU in IP54 enclosure suitable to communicate with GSM based modem unit with CPU and Power supply with analog and digital parameter and features as specified, for each Tubewell /OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations as specified in tender technical specification |
| 335 | GSM/GPRS based wireless communication with 4G modem for RTU/PLC capable to transfer and gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification |
| 336 | Auto Phase Reversal Unit Suitble for above pumping plant with Inbuilt time delay and Enclosure (confirmation to IEC:60947-1 & IEC: 60947-b-1) 250 Amp |
| 337 | CE/UL Certified 7\" HMI Touch screen suitable to communication with PLC/RTU for local display and control of process parameter |
| 338 | Complete cabling for Tubewell including all power & control cables of all equipments at pump house and OHT |
| 339 | Control panel with IP-54 protection industrial grade for all equipments seprate for control 24V and power equipments |
| 340 | CE/UL certified surge protector for control panel |
| 341 | Installation, Testing and Commissioning for one Tubewell |
| 342 | Trial run for one Tubewell till hand over the scheme to concerning ULB. |
| 343 | AUTOMATION WORK AT ESR & DMA |
| 344 | Electrical panel with Remote Terminal Unit |
| 345 | Isolation DI Sluice Valve with Actuator (Outlet of ESR) 350 mm |
| 346 | Electro Magnetic Flowmeter (Outlet of ESR) Size 350 mm |
| 347 | Flow Control Valve suitable for drinking water Size 350 mm |
| 348 | Mannual Pressure Transmitter with display |
| 349 | Automatic Chlorination System |
| 350 | Battery operated / electricity or both (as per engineer encharge) Chlorine Analyser |
| 351 | CE/UL Certified Radar type level transmitter for OHT |
| 352 | Solar based digital Pressure Transmitter with battery & IP 67 protection with data logger 02 nos for each DMA |
| 353 | Trial run of tubewells including electricity charges, operator charges and Chlorination charges till hand over the scheme to concerning ULB. |
| 354 | SCADADISPLAY (MCS) |
| 355 | CE/UL & BIS certified industrial grade LED Monitor with latest configuration as per specification, 65\" (upto 50 Tubewells) |
| 356 | Desktop PC with i5/i7 processor for as per specification mentioned in technical bid document |
| 357 | CE/UL certified 5 KVA UPS with batteries as per specification mentioned in technical bid document |
| 358 | Full development version of required TAGS SCADA software with customization of software for MCS as per requirement as per specification mentioned in technical bid document |
| 359 | CE/UL certified master control room PLC with redundant CPU & power supply at MCS in IP 54 encloser as per specification mentioned in technical bid document |
| 360 | CE/UL certified Field gateway agent for transfering data from MCS to Central control room |
| 361 | All in one Desktop PC with i5/i7 processor including monitoras per specification mentioned in technical bid document for scada monitoring at Jal Nigam Office. |
| 362 | GSM based wirewless/ Broadband/ Equipment communication system for PLC capable to transfer & received data & gather data from remote sites to control station. All accessories included signal enhancer antenna along with running expenses till DLP |
| 363 | CE/UL Certified Firewall for network protection |
| 364 | Surge protector for Ethernet communication protection |
| 365 | CE/UL Certified industrial grade Ethernet Switch |
| 366 | Mobile App Facility system architecture (industries internet based & viewed through apps for increased local & Remote Visibility |
| 367 | Canon/HP or equivalent Lazer Printer 1108 plus (02 Nos) or equivalent |
| 368 | Security Serveillance IP Camera with recorder |
| 369 | Installation, commissioning and testing including required furniture, A/C, etc. |
| 370 | Trial Run of MCS till hand over yhe scheme to cuncerning ULB |
