Tender For Construction Of Ramnath Deoria Water Supply Scheme In Npp Deoria, District-Deoria
Tender Value
31.31 Crore
Estimated cost
Bid Submission
29 Jul 2026
0 days left
EMD
31.32 Lakhs
Bank guarantee accepted
Document Fee
23600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Deoria → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Ramnath Deoria Water Supply Scheme In Npp Deoria, District-Deoria
BOQ
| Sl. No. | Item Description |
| 1 | NEW PUMPHOUSE-5 Nos |
| 2 | Survey,soil investigation,preparing, plan and elevation drawing, structural designing as per relevant seismic zone and Supply of all materials, laours, T&P etc. and construct a pumphouse cum chloronome of size (3.60 Mx3.0Mx3.0M/2.60Mx1.80Mx3.0M) with stilling chamber for tubewell, including byepass chamber with foundation as per requirement of structural design as per indicative departmental type design subject to approval of engineer-in-charge. |
| 3 | RISING MAIN AND APPURTENANT WORKS |
| 4 | Supply of following pipes and its specials as per IS-8329/2000or its latest amendments including their jointing materials and railway freight ,taxes, insurance charges and cartage from store to site of work etc. complete |
| 5 | DI pipe Class K-9 |
| 6 | 200 mm |
| 7 | 400 mm |
| 8 | Supply of the following sizes of C.I.Rising spindle Sluice Valve flanged end as per IS14846,Class1 working pressure 10kg/Cm2 F.O.R. destination including all taxes and insurance. |
| 9 | 200 mm |
| 10 | 400 mm |
| 11 | Earth work in ordinary soil,loam,clay or sand with lift up to 1.50M and lead up to 50m,filling watering and ramming of excavated earth in to the trenches and disposal of surplus earth upto 50M. |
| 12 | Carting laying and jointing of the following sizes of pipes in to the trenches including cost of all jointing material, labour T&P and testing etc. complete of work. |
| 13 | 200 mm |
| 14 | 400 mm |
| 15 | Carting of following sizes CI D/F sluice valve from departmental store to site of work lowering the same in to trenches and fixing in position and jointing the same with supply of all material and testing etc. complete. |
| 16 | 200 mm |
| 17 | 400 mm |
| 18 | Supply of al lmaterials, labours T&P etc .and construction of masonary type sluice valve chamber. |
| 19 | Thrust Block |
| 20 | RCC with cement, coarse sand and 20 mm gauge stone ballast in proportion of 1:1.5:3 for thrust block of pipeline excluding supply of reinforcement and its bending but including its fixing and binding wire in proportion, necessary centering and shuttering including curingand supply of all materials, labours T&P etc. required for proportion completion of work. |
| 21 | Mild steelor iron work in RCC work wrought to required shape as necessary including bending for proper completion of work. |
| 22 | Dismantling of road including supply of labour,materials, T&P etc. required for proper completion of work. |
| 23 | Bituminous Road |
| 24 | IL Road |
| 25 | Reinstatement of following types of roads with old & new materials including supplyof labour,materials, T&Petc required for proper completion of work. |
| 26 | Bituminous Road |
| 27 | IL Road |
| 28 | Site Clearance |
| 29 | CONSTRUCTION OF R.C.C. OVER HEAD TANK 2100 KL /25 M STAGING |
| 30 | Supply of all the materials, labour T&P for construction of 2100 KL capacity/ 25m staging R.C.C. Over head tank (confirming to IS 3370 (part 1) : 2009, IS 3370 (Part 2): 2009, IS 3370 (Part 3) : 1967, IS 3370 (Part 4) : 1967 specification) along with main components, including cost of soil testing and making made-up G.L. 40 cm above from adjoining road at the available site. All components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456 or its latest revision.Minimum depth of foundation below original ground level will be 2.0 M.Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.The assumed bearing capacity of soil has been taken as 8 M.T. sqm. 1m wide RCC dog legged stair case from ground level to balcony with two separate columns with proper covered M.S. Gate and wiremesh from 1st landing to 2nd landing of stair case . M.S. ladder made of 50 x 50 x 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to be top dome resting on an RCC plateform (75 x 75 cm and 10 cm thick) projecting from top ring beam and one alluminimum ladder inside the tank body (from manhole in top dome to bootom dome).1 m wide RCC balcony around the tank at the junction point of vertical wall and conical wall. Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, around the balcony at each landing from landing with top ring beam up to manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 x 50 x 6 mm M.S. angle section, spaced at intervals not more than 1.5 m. Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of ventilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality along with expended mantled jail, Providing 20 mm medium class G.I. pipes (in 3 rows) railing at top dome along with post also, Supply & installation of Digital Water level indicator including all accessories. Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 of more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. C.I. manhole of min 60 x 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3 mm thickness hinged with lockning arrangement. The manhol should be fixed at top dome at proper place.Supply and fixing, jointing of following size of D.I. D/F pipes with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest/ relevant I.S. specifications with all jointing materials for proper completion of work including other appurtenant work and excavation in all types of soil for Inlet pipe 400 mm (1 Nos), Outlet pipe 400 mm( 2 Nos), Overflow pipe 400 mm & Washout pipe 100 mm, Supply and fixing of following sizes C.I. D/F sluice valves with Actuator Operated as per I.S.S. 700/1969 or its latest specification, pressure 10 kg/sqcm including carting from the store to the site of work, lowering them into trenches, fixing in position & testing etc. complete. For Inlet pipe 400 mm - 1 Nos., For Outlet pipe 400 mm - 2 No., For Washout pipe 100 mm - 1 No.. Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should support on the raft and not on the soil. Construction of Masonary type sluice valve chamber for above sluice valves as per departmental type design and drawing including supply and fixing of 150 mm x 150 mm size C.I. surface box including locking arrangement. Construction of washout/overflow chamber as per departmental type design and drawing. Construction of P.C.C. floor & drain and all other necessary work as per departmental type drawing and design. All exterior surface of OHT to be given three coats of approved exterior weather resistant paint such as Berger/ Nerolac / Asian/Apex Ultima to give a smooth and even shade including painting of the pipe system above apron level along with the clamps in three coats with approved synthetic paints. including supply of all labour material T & P necessory Scafolding etc. complete. Testing & Commission etc. all complete work. Testing of bearing capacity of soil from a reorganized Govt. Engineering Collage/Institute. |
| 31 | CONSTRUCTION OF R.C.C. CLEAR WATER RESERVOIR (675 KL) /PUMPHOUSE OVER CWR AND ELECTRIC POWER SUB STATION |
| 32 | Survey, soil investigation, preparing plan and elevation drawing, structural designing as per relevant seismic zone and Supply of all materials, laours, T&P etc. and construct a Clear water reservoir (CWR) /Pumphouse over CWR and Electric Power Station with foundation as per requirement of structural design as per indicative departmental type design subject to approval of engineer-in-charge. |
| 33 | CWR for Water Demand of Ramnath Deoria Zone,675 KL |
| 34 | Supply all materials, labour, T & P construction pumphouse cum PL Cover CWR of 5 mts height at site of Water works. |
| 35 | Supply all materials, labour, T & P and plants and construction electric power sub station room size 8.0M x 5.0M x 4.0M to control panel/ switches/ mountings and accessories at the site of water works. |
| 36 | DISTRIBUTION SYSTEM |
| 37 | Supply of following type/class and sizes of HDPE Pipe (IS-4984/2016) with its specials and DI pipe Class K-7 with its specials (IS-8329/2000) or their latest amendments with coupler and all jointing material such as couplers, solvent cement etc. including FOR destination and all taxes and insurance etc. with loading, unloading & stacking all complete. |
| 38 | HDPE Pipe (IS-4984/2016),PE-100,PN-6 |
| 39 | 110 mm |
| 40 | 140 mm |
| 41 | 160 mm |
| 42 | DI Pipe Class K-7 (IS-8329/2000) |
| 43 | 200 mm |
| 44 | 250 mm |
| 45 | 300 mm |
| 46 | 350 mm |
| 47 | 400 mm |
| 48 | Excavation of earth in ordinary soil Clay / Silt for laying pipeline including refilling and disposal of surplus earth for different sizes of pipe. |
| 49 | Carting of site of work, laying and jointing of HDPE/DI pipes in trenches including lowering, testing and supply of all jointing materials etc. complete. |
| 50 | HDPE Pipe (IS-4984/2016),PE-100,PN-6 |
| 51 | 110 mm |
| 52 | 140 mm |
| 53 | 160 mm |
| 54 | DI Pipe Class K-7 (IS-8329/2000) |
| 55 | 200 mm |
| 56 | 250 mm |
| 57 | 300 mm |
| 58 | 350 mm |
| 59 | 400 mm |
| 60 | Supply of the following sizes of C.I.Non Rising Sluice Valve flanged end as per IS14846, Scour Valve Class-I as per IS 780(1969) suitable for a working pressure of 10 Kg / Sq.Cm. |
| 61 | 100 mm |
| 62 | 125 mm |
| 63 | 150 mm |
| 64 | 200 mm |
| 65 | 300 mm |
| 66 | 400 mm |
| 67 | Scour Valve 100mm dia |
| 68 | Fire Hydrant 80mm Dia |
| 69 | Air Valve 20mm Dia |
| 70 | Carting of following sluice valves store to site of work, lowering, fixing and jointing of following fitting in trenches : |
| 71 | 100 mm |
| 72 | 125 mm |
| 73 | 150 mm |
| 74 | 200 mm |
| 75 | 300 mm |
| 76 | 400 mm |
| 77 | Scour Valve 100mm dia |
| 78 | Fire Hydrant 80mm Dia |
| 79 | Air Valve 20mm Dia |
| 80 | Supply of all types of materials and construct following chambers as per type design with supply of all labour, T&P etc. completed. |
| 81 | S.V. Chamber (Surface Box Type) |
| 82 | S.V. Chamber (Masonary Type) |
| 83 | Air Valve Chamber |
| 84 | Fire Hydrant Chamber |
| 85 | Dismantling of road including supply of labour, materials, T&P etc. required for proper completion of work |
| 86 | Bituminous Road |
| 87 | C.C. Road |
| 88 | BOE Road |
| 89 | Interlocking road |
| 90 | Reinstatement of following types of roads with old &new materials including supply of labour, materials, T&P etc. required for proper completion of work. |
| 91 | Bituminous Road |
| 92 | C.C. Road |
| 93 | BOE Road |
| 94 | Interlocking road |
| 95 | Provision for crossing of nalas, road, culvert and embankments (bundhas) etc. including shifting of telephone cables etc.along the alignement of pipe line including supply of C.I.Tyton pipes and specials,and their laying and jointing testing etc.complete |
| 96 | Crossing of Culvert approx 3M |
| 97 | Supply all materials labour tools and plant and Horizontal directional drilling machine laying and jointing by electric welding of following MS casing pipe by trenchless with water jetting system. |
| 98 | 200mm dia |
| 99 | Site Clearance |
| 100 | House Connection |
| 101 | Making House Connection in New pipe line 90 to 110 mm dia |
| 102 | B.O.E Road |
| 103 | C.C. Road |
| 104 | BT. Road |
| 105 | IL. Road |
| 106 | ER. Road |
| 107 | Making House Connection in New pipe line 140 to 160 mm dia |
| 108 | B.O.E Road |
| 109 | C.C. Road |
| 110 | BT. Road |
| 111 | IL. Road |
| 112 | ER. Road |
| 113 | Making House Connection in New pipe line 200 to 250 mm dia |
| 114 | B.O.E Road |
| 115 | C.C. Road |
| 116 | BT. Road |
| 117 | IL. Road |
| 118 | ER. Road |
| 119 | Making House Connection in New pipe line 300 mm dia |
| 120 | B.O.E Road |
| 121 | C.C. Road |
| 122 | BT. Road |
| 123 | IL. Road |
| 124 | ER. Road |
| 125 | BOUNDARY WALL, APPROACH ROAD & GATE |
| 126 | Survey, soil investigation, preparing plan and elevation drawing, structural designing as per relevant seismic zone and Supply of all materials, laours, T&P etc. and construct boundary wall alround water works compound and tubewell complete with foundation as per requirement of structural design as per indicative departmental type design subject to approval of engineer-in-charge. |
| 127 | Supply and fixing of 3.6 M wide gate and 1.20M wide MS wicket gate including fabrication and supply of steel and construction of boundary pillars etc. complete. |
| 128 | Provide all materials, labour, T&P etc. required for proper completion of works and construct coloured PCC interlocking approach road. |
| 129 | Provision for arboriculture for development of water works. |
| 130 | Site clearance. |
| 131 | LCS/SCADA ROOM |
| 132 | Survey, soil investigation, preparing plan and elevation drawing, structural designing as per relevant seismic zone and Supply of all materials, laours, T&P etc. and construct A LCS/SCADA Room with foundation as per requirement of structural design as per indicative departmental type design subject to approval of engineer-in-charge. |
| 133 | A SET OF SINGLE ROOM STAFF QUARTER |
| 134 | Survey, soil investigation, preparing plan and elevation drawing, structural designing as per relevant seismic zone and Supply of all materials, laours, T&P etc. and construct A single room staff quarter (As per Unit Estimate attached) with foundation as per requirement of structural design as per indicative departmental type design subject to approval of engineer-in-charge.A Set of Single room Staff Quarter. |
| 135 | GROUND WATER RECHARGE |
| 136 | Survey, soil investigation, preparing plan and elevation drawing, structural designing as per relevant seismic zone and Supply all materials, tool & plants etc. for providing of Ground water recharge arrangement for proposed water works compound with foundation as per requirement of structural design as per indicative departmental type design subject to approval of engineer-in-charge. |
| 137 | E&M WORKS |
| 138 | CONSTRUCTION OF TUBEWELL (05 No New Tubewells ) |
| 139 | Transportation of Rig m/c and its T&P including Erection and Dismantling of Rig m/c. |
| 140 | Drilling of 600/500 mm dia bore hole by DC Rig m/c complete with all required material, labour & T&P etc. complete. |
| 141 | 600 mm dia Drilling from 0 to 60 M BGL |
| 142 | 500 mm dia Drilling from 61 to 100 M BGL |
| 143 | 500 mm dia Drilling from 101 to 200 M BGL |
| 144 | Logging of bore hole by departmental/approved electric logger. |
| 145 | TUBEWELL ASSEMBLY |
| 146 | M.S. tubewell assembly with all required parts like plain pipe, slotted pipe (as required upto 50% of plain pipes) rings, well cap, bail plug, clamp, reducer, central guide, support structure etc. as required & as per typed design complete in all respect. (Note-Axial Length of Reducer without Ring shall be measured with Casing Pipe.) |
| 147 | 300 mm dia |
| 148 | 200mm dia |
| 149 | LOWERING OF ASSEMBLY |
| 150 | Lowering of Tube Well assembly duly welded including welding electrode and shrouding of pea Gravel complete in all respect. (Note-Axial Length of Reducer without Ring shall be measured with Casing Pipe.) |
| 151 | 300 mm dia size Assembly from 0 to 54 M BGL |
| 152 | 200 mm dia size Assembly from 55 to 100 M BGL |
| 153 | 200 mm dia size Assembly from 101 to 180 M BGL |
| 154 | PEA-GRAVEL |
| 155 | Supply of 1.6 - 4.8 mm size Lal Kuwan Quarry Pea-Gravel Duly Washed, Screened and properly Stacked at Site. |
| 156 | DEVELOPMENT OF TUBEWELL |
| 157 | By Air Compressor |
| 158 | Transportation, Erection & Dismantling of 250 PSI Air Compressor. |
| 159 | Development of T.W. by 250 PSI Air Compressor with all required material, labour, T&P etc. |
| 160 | By O.P. Unit |
| 161 | Transportation, Erection & Dismantling of 3 Cusec O.P. Unit and Yield Test. |
| 162 | Development of T.W. by 3 Cusec O.P. Unit with all required material, labour, T&P etc. |
| 163 | Yield test of tubewell along with chemical and bacteriological analysis of tubewell's water. |
| 164 | Pumping plant and other instrumentation work |
| 165 | SITC of 1500 LPM, 30 m head 20 H.P. submersible pump set with 24 meter column pipe assembly, NRV, CI D/F Bend 90°, CI A/F Tee, D/F pipe (1.5m long 2 Nos and 1.0m long 1 No) in size of 150mm dia, Earthing, Painting Toolset, Power wiring of pump house internal and external, Chainpully block, and all Pumping plant accessories with nut bolts and rubber packing etc. Rates of items required for SCADA Automation of pumping plant are not included in these rates. |
| 166 | 150mm 3M long heavy duty column pipe same as above (Extra/Spare) |
| 167 | 40 KVA Servo Voltage stabilizer. |
| 168 | Misc item such as protection ring, MCCB, Transformer oil, electric resistance, rubber sheet, 25 sqmm ormad cable |
| 169 | Trial & Testing |
| 170 | CE/UL Certified Intelligent Smart Energy Meter |
| 171 | Motor operated Actuator for with Sluice Valve of size upto 150 mm |
| 172 | Soft Stater with RS485Port- 400 V Class, 15 kw |
| 173 | Auto Phase reversal unit with inbuilt time delay & enclosure (confirm to IEC: 60947-1 & IEC:60947-b-1 |
| 174 | CE/UL Certified Hydrostatic type sub soil Water Level Transmiter for Tubewell |
| 175 | CE/UL Certified Pressure Transmiter . |
| 176 | Complete Cabling for Tubewell including all power & control cables of the equipment at pumphouse and OHT |
| 177 | SCADA Automation of Pumping Plant |
| 178 | CE & UL Certified PLC/RTU in IP 54 enclosure suitable to Communicate with GSM based modem unit with CPU & Power supply with analog & digital parameter & fetures as specified for each tubewell/OHT & stand alone 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. |
| 179 | G.S.M/G.P.R.S based wireless communication 4G Modem for RTU/PLC Capable to transfer & 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. |
| 180 | CE/UL Certified Surge protector for control panel |
| 181 | CE/UL certified 7\\" HMI touch screen suitable to communicate with PLC/RTU for local display & control of process parameters. |
| 182 | Control panel with IP 54 protection, industrial grade for all equipment (Separate for control (24V) and power equipment). |
| 183 | Installation, commissioing & testing for one tubewell |
| 184 | Trial Run for 3 month period for one tubewell |
| 185 | CE/UL certified electromagnatics flow meter of 150 mm dia |
| 186 | Trial & Run for 3 Months |
| 187 | Pumping Plant of CWR |
| 188 | V.T. Pump- Motor Set |
| 189 | 3750 LPM 40M head 50 HP Clear Water 1450 RPM, surface discharge, self water lubricated, Bottom Suction with 3 M long column Assembly ( Column Pipe shaft & Rubber spider) Discharge head, Top shaft, rachet to prevent reverse rotation, suitable to couple with 3 phase 4 Pole, Vertical hollow shaft 1450 RPM squirrel cage 400 V ± 10% 50 Hz, AC, Motor etc. |
| 190 | Starter |
| 191 | Provision of Digital Soft Starter to operate Upto 50 HP motor at 0.4 KV + 10% 3 phase, 50 Hz. A.C. and to control the above motors. It shall comprise of all protection devices as per latest I.S.S. specifications. |
| 192 | L.T. Switchgear Panel BoardProvision of 1 no. panel extensible type switch board suitable for 0.4 KV 3 phase 50 HZ. A.C. in cubical pattern, floor mounting complete with insulated bus bars of suitable size for required load. The switch board shall consist of the following :One no. Incoming Panel comprising of 200Amps MCCB indoor vertical isolation horizontally draw out type with relays as per ISS. Panel will be comprising of voltmeter with selector switch, power factor meter, frequency meter. KWH meter and ammeter complete with selector switch, motor protection relay etc to operate 04 nos. 50 H.P. motor. 3 Nos. outgoing panels for pumping plants. Each panel of 200Amps capacity MCCB with ammeter and C.T. with selector switch, KW meter, single phasing preventer, capacitor etc to operate 04 nos. 50H.P. motor2 No. outgoing panels for misc. work comprising of 200Amp MCCB. |
| 193 | Provision and laying of PVC armoured Power cables of required sizes with earthing material.for internal wiring i.e Panel to Starters and from Starters to Motors. |
| 194 | Delivery pipes and specials as per details given below: 200 mm size individual delivery and 300 mm size common delivery with jointing material, valves, Tee, bends etc. 200 mm dia Detachable Joint-3 Nos 200 mm dia Bend- 3 Nos 200 X 300 mm Tee- 3 Nos 200 mm Reflux Valve-3 Nos. 200 mm Reflux Valve-3 Nos. 300 mm Reflux Valve-1 Nos. 300 mm dia Duckfoot Bend-1 Nos. 300 mm dia Common Header-15 M 300 mm dia Blind Flange-1 No |
| 195 | Provision of MS Girder for pump base etc. |
| 196 | Chukkered Plate and Grills to cover the Gaps between Girder and Adjacent Pumps |
| 197 | Internal electrification of Pump House (CWR), Pannel room and campus with Light & Fan wiring and & other Necessary works. |
| 198 | Supply of SCADA capable chlorinating system Electro menhanical type chlorinating plant 0 to 30 LPH capacity pump set Suitable for 500 Kg./Cm2 working pressure to feed sodiumhypochloride solution complete ste, Sodium Hypochloride liquid is used in this type of chlorinator which contains 120 gms of chlorine in 1000 ml Quantity Confirming quality Manegment System Standard NS-EN ISO 9001-2000 |
| 199 | H.O.T. crane of 3 Tones capacity , Lift 4.5 Mtr |
| 200 | Testing of pumps & other equipment at work site |
| 201 | Painting of equipment with two coats. |
| 202 | CE / UL certified Intelligent smart energy meter |
| 203 | Motor Operated sluice valve with Actuator for Pumps(200mm) |
| 204 | Motor Operated sluice valve with Actuator for Common Header (300mm) |
| 205 | Electromagnetic flowmeter of size: 300mm for common header |
| 206 | Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (160 Amps) |
| 207 | CE / UL certified Radar type Level Transmitter for CWR |
| 208 | CE / UL certified Smart Pressure Transmitter |
| 209 | CE / UL certified Surge protector for control panel |
| 210 | CE / UL certified 7\\" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters |
| 211 | Complete Cabling for CWR including all power & control cable of all equipments at CWR and OHT |
| 212 | Control panel with IP 54 protection, industrial grade fro all equipments (separate for control (24V) and power equipments. |
| 213 | Installation, commissioning & testing |
| 214 | 100 KVA Sub Station at CWR |
| 215 | Sub Station AT CWR 100 KVA |
| 216 | SCADA Automation of CWR |
| 217 | CE & UL Certified PLC/RTU in IP 54 enclosure suitable to Communicate with GSM based modem unit with CPU & Power supply with analog & digital parameter & fetures as specified for each tubewell/OHT & stand alone 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. |
| 218 | G.S.M/G.P.R.S based wireless communication 4G Modem for RTU/PLC Capable to transfer & 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. |
| 219 | Instrumentation of OHT ( Feeder main-1 DMA-A & DMA-B) |
| 220 | CE/UL Certified Radar type level Transmitter for OHT |
| 221 | Flow control Valve 400 mm size |
| 222 | Motor operated Actuator with Sluice valve 400mm Size. |
| 223 | Electromagnetic Flowmeter of 400mm Size |
| 224 | CE / UL certified Pressure Transmitter |
| 225 | Residual chlorine analyzer with following description:- i- Chlorine Measuring sensor (Chlorine analyzer) for free chlorine membrane covered sensor 0.01…2mg/l; low pH dependency.ii- Single parameter system ready to operate to measure free or total chlorineiii- Connection cable 2 m, 2-wire, 2 x stripped ends, tinnediv- Battery and other accessories for power back for continous operation. |
| 226 | Instrumentation of OHT ( Feeder main-2 DMA- C & DMA-D) |
| 227 | Flow control Valve 400 mm size |
| 228 | Motor operated Actuator with Sluice valve 400mm Size. |
| 229 | Electromagnetic Flowmeter of 400mm Size |
| 230 | CE / UL certified Pressure Transmitter |
| 231 | Residual chlorine analyzer with following description:- i- Chlorine Measuring sensor (Chlorine analyzer) for free chlorine membrane covered sensor 0.01…2mg/l; low pH dependency.ii- Single parameter system ready to operate to measure free or total chlorineiii- Connection cable 2 m, 2-wire, 2 x stripped ends, tinnediv- Battery and other accessories for power back for continous operation. |
| 232 | Trial & Run for 3 Months Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayJul 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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