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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹80.0 CrAdmitted-Finance 1 13 16 G KHAPARADEEH KOTHI CAMPUS CIVIL LINES AYODHYA UTTAR PRADESH 224001 | AYODHYA | AYODHYA | UTTAR PRADESH | 224001 | -23.23% | ₹80.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹83.9 CrAdmitted-Finance PLAT NO 943 54TH STREET T V S COLONY ANNANAGAR WEST EXTENSION CHENNAI PIN 600 101 | CHENNAI | CHENNAI | TAMIL NADU | 600101 | -19.50% | ₹83.9 Cr | L2 | Admitted-Finance |
| 3 | L3₹84.9 CrAdmitted-Finance PLOT NO 61 KESHAV NAGAR HAWA SADAK JAIPUR RAJASTHAN 302006 | JAIPUR | RAJASTHAN | 302006 | -18.55% | ₹84.9 Cr | L3 | Admitted-Finance |
| 4 | L4₹89.6 CrAdmitted-Finance 2ND FLOOR MODERN PROFOUND TECH PARK PLOT NO 202 P 203 P 204 P SY NO 12 KONDAPUR HYDERABAD 500084 K V RANGAREDDY DIST TELANGANA INDIA | HYDERABAD | TELANGANA | 500084 | -14.04% | ₹89.6 Cr | L4 | Admitted-Finance |
| 5 | L5₹93.5 CrAdmitted-Finance AHEMDABAD B WING 15TH FLOOR PRIVILON BUILDING VIKRAM NAGAR AMBALI BOPAL ROAD BEHIND ISCONTAMPLE AHEMDABAD 380058 GUJRAT INDIA | AHMADABAD | GUJARAT | 380058 | -10.25% | ₹93.5 Cr | L5 | Admitted-Finance |
Tender Value
₹104.2 Cr
EMD Value
₹1.0 Cr
Closing Date
20 Dec 2025, 4:00 pmClosed
Office of The SE Const Cir UPJN U Ayodhya
Office of The SE Const Cir UPJN U Ayodhya
Extended Area of Nagar Nigam Ayodhya Phase-1 water supply scheme
2025_UPJNM_1093009_1
2501/w-84/03
Open Tender
Civil Works
730 days
Nagar Nigam Ayodhya
Please refer Tender documents.
2 documents required · 2 mandatory
₹23,600
Executive Engineer Pratham Cont Div UPJN U Ayodhya
₹1.0 Cr
Yes
Ayodhya
11 Mar 2026
21 Nov 2025
20 Dec 2025
21 Nov 2025
20 Dec 2025
21 Nov 2025
27 Nov 2025
DISTRIBUTION SYSTEM
Automation of New/Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and Security Survillance cameras for Campus, Electromagnetic flowmeter of suitable size for DMA & OHT Outlet, power and control wiring , required RTUs and other accessories complete in all respect like earthing, cabling etc in each DMA in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones with following items :- Flow meter in each DMA as per site requirement size or as per engineer in charge Plunger type flow control valve in each DMA as per site requirement size or as per engineer in charge SCADA Compatable Chlorinating System with separate controlled dosing in each DMA as per site requirement size or as per engineer in charge Residual Chlorine Analyser with enclouser & data transmission facility in UPS etc in each DMA Residual Pressure transmitter with enclouser & data transmission facility in UPS etc in each DMA Radar Type level transmitter as per site requirement size or as per engineer in charge 5 KVA UPS for Power backup of Transducers as per site requirement size or as per engineer in charge
HDPE Pipe PN-6 PE-100
110 mm dia
140 mm dia
160 mm dia
DI Pipe Class K-7
100 mm dia
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 jointing them with pipelines and testing etc. complete including supply of jointing materials.
200 mm dia
250 mm dia
Transportation of OP Unit and its T&P including loading & unloading. erection & dismantling etc.
350 mm dia
NIT No: 2501 / W-84 / 03 dt. 17-11-2025
Desktop/PC with i7 processor for as per spec mentioned in technical bid doucments.
500 mm dia
HDPE Pipe PN-6 PE-100
110 mm dia
140 mm dia
160 mm dia
DI Pipe Class K-7
100 mm dia
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 jointing them with pipelines and testing etc. complete including supply of jointing materials.
200 mm dia
250 mm dia
Transportation of OP Unit and its T&P including loading & unloading. erection & dismantling etc.
350 mm dia
Excavation for pipeline work in ordinary Soil (loam, clay or sand) 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.
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.
100 mm dia
125 mm dia
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 jointing them with pipelines and testing etc. complete including supply of jointing materials.
200 mm dia
250 mm dia
Transportation of OP Unit and its T&P including loading & unloading. erection & dismantling etc.
350 mm dia
Complete trail Run & operation of MCS including Scada system with 02 year comsumable items from complition e,g Sim & internet rechrage etc.
400 mm dia
Fire Hydrant 80 mm dia
Scour valve 100 mm dia
D. I. D/F Sluice Valve
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.
100 mm dia
125 mm dia
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 jointing them with pipelines and testing etc. complete including supply of jointing materials.
200 mm dia
250 mm dia
Transportation of OP Unit and its T&P including loading & unloading. erection & dismantling etc.
350 mm dia
Complete trail Run & operation of MCS including Scada system with 02 year comsumable items from complition e,g Sim & internet rechrage etc.
400 mm dia
Fire Hydrant 80 mm dia
Scour valve 100 mm dia
Supply of all materials and construct following chambers as per type design with supply of all labour, T&P etc. complete.
Masonary Type
Surface Box Type
Fire Hydrant Chamber
Air Valve Chamber
Supply of special for above D.I.PIPE pipes . 10% of cost of above items
Dismentling of following type of road and stacking of useful materials including supply of all materials, labour, T&P etc. complete.
BOE Road
C.C. Road
Bitumen Road
Interlocking
Carting of following size & type of pipes and specials to site of work and lowering them into the trenches and laying true to alignment and gradient and jointing with electrofusion specials etc. complete including testing of pipe lines and cutting of pipes.
BOE Road (with 40 % New Bricks and 60 % old Undamaged serviceable bricks)
Complete trail Run & operation of above each Zones including Scada system with 02 year comsumable items from complition e,g Sodium Hypochloride, Sim & internet rechrage etc.
For Zone - 14
For Zone - 15
Reinstatement of following type road As per PWD specification
Supply of special for above D.I.PIPE pipes . 10% of cost of above item 1.07 to 1.13
Supply of Electrofusion special for above HDPE pipes . 5% of cost of above item 1.03 to1.05
Bitumen Road PWD 1.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 aggregate to wet mix macadam. (150 mm thickness) 4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surface spreading primer at the rate of 0.75 Kg./Sqm. 5.P/L of 50mm thick Dense Bituminous Macadam 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 @ 3.4 % 5a. Providing and laying tack coat. 6..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 % 7.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 size 8. Providing all necessary barricating and road painting work.
In Bituminous Roads Nagar Nigam 1.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 aggregate to wet mix macadam. (100 mm thickness) 4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surface spreading primer at the rate of 0.75 Kg./Sqm. 5.P/L of 30mm thick DBM 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 % 5a .P/L of 30 mm 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 size 7. Providing all necessary barricating and road painting work.
Supply of Sand and Filling of necessary quantity into trench including watering dressing and compaction etc required for proper completion of work.
Installation of product pipe by Auger Boring Method including making of Entry and Exit pits upto 3 Mtr depth all related civil works like excavation Shoring / Shuttring etc. shielded excavation through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process as per the instruction of Engineer - in- Charge all complete
Disposal of surplus earth distance upto 10 km including all labour T&P etc complete as per direction of engineer in charge.
i-Nala Crossing/culvert crossing up to 1m to 3 m
Except Cost of the pipe
Supply of specials (tee, bend, Djoint etc )and Interconnection of new pipeline with existing pipeline including trenching,jointing,testing etc complete. PVC/HDPE to HDPE
Supply of DI specials (Tee, bend, mecnical joint, tailpiece etc )and Interconnection of new pipeline with existing pipeline including trenching,jointing,testing etc complete. DI/CI to DI upto 500 mm dia
HOUSE CONNECTION IN NEW PIPE LINE
Residential House Connection
Materials
20 mm dia (OD) HDPE pipe (12.5 KG/CM2)
15 mm dia (OD) GI pipe Class- B
Elbow 15 mm GI for above pipe
Elbow 20mm (OD) HDPE
Brass stop cock heavy duty 15 mm size.
Brass ferrule heavy duty 15 mm size with end cap.
PP Adopter 20 mm dia one side brass (OD)
20mm PP compresion metal (brass) insert female thread adoter
15 mm GI union heavy duty
Providing & supplying of clamp saddle (DI strap saddle) for House service connections shall be of fastened strap type with threaded outlet for service connection. Clamp saddle shall be suitable for nominal size of distribution mains pipe line. The strap shall be elastomer coated ( insulated) type for firm grip on pipe as well as to protect the coating on the pipe and to insulate the unidentical metals. The saddle shall be single strap type up to pipe size of NB 600 and service outlet 15mm, 20mm & 25mm. Fasteners shall be of threaded nut bolt washer type. The sealing between the saddle and mains shall be obtained by using a profiled elastomer seal matching to the curvature of the pipe. The seal shall be elastomer type, suitable for all potable water application. The material of construction of the body, straps, fasteners etc. shall be non- corrosive material sucha as engineering plastic (PE/PP) or stainless steel of a combination of both and shall ne inclusive of all cost such as testing, 133 S. No. items unit rates in Rs. inspection charges, transporation up to site, transit, insurance, loading, unloading, stacking etc. complete.
90 to 110 NB x 15 mm, 20 mm, 25 mm
125 to 160 NB x 15 mm, 20 mm, 25 mm
Up to 500 MM Dia (M.S. 10 mm thick Casing )for DI up to 350 mm dia
200 to 250 NB x 15 mm, 20 mm, 25 mm
HOUSE CONNECTION IN NEW PIPE LINE
Residential House Connection
Materials
20 mm dia (OD) HDPE pipe (12.5 KG/CM2)
Elbow 15 mm GI for above pipe
300 to 400 NB x 15 mm, 20 mm, 25 mm
Labour
Brass ferrule heavy duty 15 mm size with end cap.
PP Adopter 20 mm dia one side brass (OD)
20mm PP compresion metal (brass) insert female thread adoter
15 mm GI union heavy duty
Providing & supplying of clamp saddle (DI strap saddle) for House service connections shall be of fastened strap type with threaded outlet for service connection. Clamp saddle shall be suitable for nominal size of distribution mains pipe line. The strap shall be elastomer coated ( insulated) type for firm grip on pipe as well as to protect the coating on the pipe and to insulate the unidentical metals. The saddle shall be single strap type up to pipe size of NB 600 and service outlet 15mm, 20mm & 25mm. Fasteners shall be of threaded nut bolt washer type. The sealing between the saddle and mains shall be obtained by using a profiled elastomer seal matching to the curvature of the pipe. The seal shall be elastomer type, suitable for all potable water application. The material of construction of the body, straps, fasteners etc. shall be non- corrosive material sucha as engineering plastic (PE/PP) or stainless steel of a combination of both and shall ne inclusive of all cost such as testing, 133 S. No. items unit rates in Rs. inspection charges, transporation up to site, transit, insurance, loading, unloading, stacking etc. complete.
90 to 110 NB x 15 mm, 20 mm, 25 mm
125 to 160 NB x 15 mm, 20 mm, 25 mm
ii-Nala Crossing/culvert crossing up to 3 m to 30 m
Shifting of Old House Connection
PP Adopter 20 mm dia (OD)
20mm PP compresion metal insert female thread adoter
Excavation
Excavation for pipe line work in ordinary soil for pipe lin trenchess including lift upto 1.50 m and lead upto 50m and refilling, watering , ramming of excavated earth into the trenches and disposal of surplus earh upto 50 m from center of the trenches.
Dismentling of following type of road and stacking of useful materials including supply of all materials, labour, T&P etc. complete.
In B.O.E. Roads
In C.C. Roads
BOE Road (with 40 % New Bricks and 60 % old Undamaged serviceable bricks)
Complete trail Run & operation of above each Zones including Scada system with 02 year comsumable items from complition e,g Sodium Hypochloride, Sim & internet rechrage etc.
For Zone - 13
Scour Valve Chamber
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)
LAYING OF RISING MAIN
Supply of D.I. pipes (K-9)of following 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 main etc. complete.
In Bituminous Roads
C.I. Single ball type Air Valve 50 mm dia
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. destination and all taxes and insurance etc. with loading, unloading and stacking all complete.
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.
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.
150 mm dia
In Bituminous Roads
C.I. Single ball type Air Valve 50 mm dia
Dismentling of following type of road and stacking of useful materials including supply of all materials, labour, T&P etc. complete.
BOE Road
C.C. Road
Bitumen Road
Interlocking
Carting of following size & type of pipes and specials to site of work and lowering them into the trenches and laying true to alignment and gradient and jointing with electrofusion specials etc. complete including testing of pipe lines and cutting of pipes.
For Zone - 13
For Zone - 14
BOE Road (with 40 % New Bricks and 60 % old Undamaged serviceable bricks)
Complete trail Run & operation of above each Zones including Scada system with 02 year comsumable items from complition e,g Sodium Hypochloride, Sim & internet rechrage etc.
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)
Supply of all material, labour, T&P and construct RCC thrust blocks at the bends etc. complete.
In C.C. Interlocking tiles Roads
Reinstatement of following type road As per specification
Supply of following sizes D.I.D./F sluice value as per I.S. 14846:2000 working presure 10 kg/cm^2 F.O.R. destination and all texes and insurance
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.
200 mm dia
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 jointing them with pipelines and testing etc. complete including supply of jointing materials.
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.
200 mm dia
Supply of all material labour, T&P etc. Required and construct of Sluice Valve Chamber Masonry Type as per type design.
R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3 in thrust blocks of pipe line excluding supply of reinforcement & its bending but including its fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work.
In Bituminous Roads Nagar Nigam 1.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 aggregate to wet mix macadam. (100 mm thickness) 4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surface spreading primer at the rate of 0.75 Kg./Sqm. 5.P/L of 30mm thick DBM 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 % 5a .P/L of 30 mm 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 size 7. Providing all necessary barricating and road painting work.
Construction of O.H.T.
Supply of GI Clamp for GI pipe proper Fixing Making ferrule connection in. Distribution mains with saddle piece, service connections, fittings, and fixing of G.M. Ferrule of 15 mm size inculding tapping the main and.cutting threading and fitting GI pipe and specials including supply of all binding materials such as white lead and teflon tape including making hole in wall and plastering the same with mortar including cost of mortar and also including the cost of crossing the drain including all labour, T&P complete as per direction of EIC Geotaging and Photography of House connection of each connection and submission of data at the time of Billing.
Mild steel or iron work in R.C.C. wrought to required shape as necessary including bending for proper completion of the work including supply of steel & wastage etc.
PUMP HOUSE
Zone 7A, 650Kl Capacity / 25 M staging
Zone 7B, 1350Kl Capacity / 26 M staging
Zone 7C, 1250Kl Capacity / 25 M staging
Zone 8A, 275Kl Capacity / 25 M staging
Zone 8B, 450Kl Capacity / 25 M staging
Zone 9, 600Kl Capacity / 25 M staging
Zone 9, 600Kl Capacity / 25 M staging
CONSTRUCTION OF NEW BOUNDARY WALL, APPROACH ROAD AND GATE
above 600 mm and Upto 900 mm dia (M.S. 10 mm thick Casing) 400 mm to 500 mm DI Pipe.
500 MM MS pipe 10 mm thick Pipe With PU Coating 1000 Micron
700 MM MS pipe 10 mm thick Pipe With PU Coating 1000 Micron
Supply of GI Clamp for GI pipe Fixing Making ferrule connection in. Distribution mains with saddle piece, service connections, fittings, and fixing of G.M. Ferrule of 15 mm size inculding tapping the main and.cutting threading and fitting GI pipe and specials including supply of all binding materials such as white lead and teflon tape including making hole in wall and plastering the same with mortar including cost of mortar and also including the cost of crossing the drain including all labour, T&P complete as per direction of EIC Geotaging and Photography of House connection of each connection and submission of data at the time of Billing.
Repairing of existing OHT including supply of all required material also supply of sluice valve ,ladder, railing and fixing labour T&P with painting of OHT Apex Ultima and any work if required complete as per instruction of Engineer- In- Charge
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.
Zone 12, 2500Kl Capacity / 20 M staging
Transportation of Rig Machine & its T&P/equipment's to the site of work including loading & unloading, baricating, erection & dismantling etc.
Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc.
Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (100 Amps)
Drilling of Bore (Including water arrangement)
Fully Automation of T/W through SCADA complete in all respect e.g. Supply installation Testing of all Required RTU, Wireless Communication Module, Control Panel, PLC, Programming, Software, Licences, wiring etc complete in all respect includ
ing mobile based app development and interconnection with LCS, MCS Central Control Room Ayodhya and Central Control Room Lucknow as per 24x7 water supply requirements
Drilling of 450 mm. dia bore from 101 to 165 MBGL.
Lowering Of Tubewell Assembly & Shrounding of TW by Pea Gravel
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 150m BGL.
Drilling of 500 mm. dia bore from 66 MBGL to 100 MBGL
Drilling of 500 mm. dia bore from 101 to 165 MBGL.
150 mm.dia MSERW Plain/Slotted pipe from 101 MBGL to 150 MBGL
Supply including Transportation upto site, loading & unloading of TW assembly of MSERW Pipe.
300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 200mm dia M.S reducer 16 mm thick, 1 no M.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 .
200mm dia MSERW 7.1mm thick plain /slotted pipe including with required M.S ring 100X12mm thick , 1 no M.S. bail plug , required center guide etc comp in all respect.
Pea Gravel
Supply of Pea Gravel Size 1.6mm to 4.80mm of Lalkuwan quarry duly screened , washed and proper stacking at site.
Development of Tubewell
By Air compressor of 250 PSI capacity including T&P, labour and material required for completion of work, Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.
300 mm dia
Chemical and Bacteriological test of water sample from departmental approved lab
200 mm.dia MSERW Plain/Slotted pipe from 60 MBGL to 100 MBGL
Zone 10, 1000Kl Capacity / 20 M staging
Campus devlopment land sccaping, nali, plantation as per instruction of Engineer- In- Charge
Electrical Logging of the Bore
200 mm.dia MSERW Plain/Slotted pipe from 101 MBGL to 150 MBGL
CE / UL certified Intelligent smart energy meter
Motor Operated Actuator with Sluice Valve (150mm)
SCADA compatable chlorinating System
Digital Soft starter (22 KW or suitable size as per site condition and direction of engineer in charge)
SITC of Fully automatic Servo Voltage Stabilizer having capacity 40 KVA fully copper winding 3- phase A.C. Supply 50 Hz. Input voltage 200-480 volts, 3 Phase, A.C. Supply output voltage 415 Volts ± 1%, 3 Phase with T/F oil, Power cabling & earthing etc.complete in all respect.
Digital Soft starter (15 KW or suitable size as per site condition and direction of engineer in charge)
CE / UL certified Pressure Transmitter
CE / UL certified Electromagnetic flowmeter of size:150mm
CE / UL certified Surge protector for control panel
CE / UL certified 7" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters
CE / UL certified Hydrostatatic type sub soil water level transmitter
Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse and OHT
For Zone - 07 (New TW- 06 No.) 1250 LPM
Transportation of Rig Machine & its T&P/equipment's to the site of work including loading & unloading, baricating, erection & dismantling etc.
Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc.
Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (100 Amps)
Drilling of Bore (Including water arrangement)
Fully Automation of T/W through SCADA complete in all respect e.g. Supply installation Testing of all Required RTU, Wireless Communication Module, Control Panel, PLC, Programming, Software, Licences, wiring etc complete in all respect includ
ing mobile based app development and interconnection with LCS, MCS Central Control Room Ayodhya and Central Control Room Lucknow as per 24x7 water supply requirements
Drilling of 450 mm. dia bore from 101 to 165 MBGL.
Lowering Of Tubewell Assembly & Shrounding of TW by Pea Gravel
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 150m BGL.
Drilling of 500 mm. dia bore from 66 MBGL to 100 MBGL
Drilling of 500 mm. dia bore from 101 to 165 MBGL.
150 mm.dia MSERW Plain/Slotted pipe from 101 MBGL to 150 MBGL
Supply including Transportation upto site, loading & unloading of TW assembly of MSERW Pipe.
300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 200mm dia M.S reducer 16 mm thick, 1 no M.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 .
200mm dia MSERW 7.1mm thick plain /slotted pipe including with required M.S ring 100X12mm thick , 1 no M.S. bail plug , required center guide etc comp in all respect.
Pea Gravel
Supply of Pea Gravel Size 1.6mm to 4.80mm of Lalkuwan quarry duly screened , washed and proper stacking at site.
Development of Tubewell
By Air compressor of 250 PSI capacity including T&P, labour and material required for completion of work, Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.
300 mm dia
Chemical and Bacteriological test of water sample from departmental approved lab
200 mm.dia MSERW Plain/Slotted pipe from 60 MBGL to 100 MBGL
Pumping Plant including Servo Stablizer and Chlorinating Plant 1250 LPM/ 60 M Head - 06 Nos( 06 Nos. for New TW)
SITC of 1250 LPM, 60 m head or suitable head as per site condition and direction of engineer in charge 2900 rpm 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.), TW Housing Cover (Dumdum), earthing, painting, Toolset, Power wiring, pump house internal and external wiring with concealed, 3 Tonne chainpully block P-type indef make and all pumping plant accessories with nut bolts and rubber packing, Kitkat, MCCB, Sunmica wooden board & Supply & Installation of sutable size of armoured cable including lug etc. etc.
Electrical Logging of the Bore
200 mm.dia MSERW Plain/Slotted pipe from 101 MBGL to 150 MBGL
CE / UL certified Intelligent smart energy meter
Motor Operated Actuator with Sluice Valve (150mm)
SCADA compatable chlorinating System
Barricading works of Site
DI Pipe Class K-9
Digital Soft starter (15 KW or suitable size as per site condition and direction of engineer in charge)
CE / UL certified Pressure Transmitter
CE / UL certified Electromagnetic flowmeter of size:150mm
CE / UL certified Surge protector for control panel
CE / UL certified 7" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters
CE / UL certified Hydrostatatic type sub soil water level transmitter
For Zone - 08 A (New TW- 02 No.) 1000 LPM
Transportation of Rig Machine & its T&P/equipment's to the site of work including loading & unloading, baricating, erection & dismantling etc.
Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc.
Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (100 Amps)
Drilling of Bore (Including water arrangement)
Drilling of 600 mm. dia bore from G.L. to 66 MBGL
Drilling of 450 mm. dia bore from 66 MBGL to 100 MBGL
Drilling of 450 mm. dia bore from 101 to 165 MBGL.
Lowering Of Tubewell Assembly & Shrounding of TW by Pea Gravel
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 150m BGL.
300 mm dia MSERW Plain/Slotted pipe from G.L. to 60 MBGL
150 mm.dia MSERW Plain/Slotted pipe from 60 MBGL to 100 MBGL
150 mm.dia MSERW Plain/Slotted pipe from 101 MBGL to 150 MBGL
Supply including Transportation upto site, loading & unloading of TW assembly of MSERW Pipe.
300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 200mm dia M.S reducer 16 mm thick, 1 no M.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 .
200mm dia MSERW 7.1mm thick plain /slotted pipe including with required M.S ring 100X12mm thick , 1 no M.S. bail plug , required center guide etc comp in all respect.
Pea Gravel
Supply of Pea Gravel Size 1.6mm to 4.80mm of Lalkuwan quarry duly screened , washed and proper stacking at site.
Development of Tubewell
By Air compressor of 250 PSI capacity including T&P, labour and material required for completion of work, Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.
300 mm dia
Chemical and Bacteriological test of water sample from departmental approved lab
By 3 Cusec OP Unit or Sutaible capacity including T&P, labour and material required for completion of work, Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.
Pumping Plant including Servo Stablizer and Chlorinating Plant 1000 LPM/60 M Head - 02 Nos( 02 Nos. for New TW)
Hard Barricading works of Site
Electrical Logging of the Bore
SITC of 500 LPM, 45 m head or suitable head as per site condition and direction of engineer in charge 2900 rpm submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) with 100 mm dia size 24 meter column pipe, 100 mm dia NRV, 100 mm dia CI D/F Bend 90 Degree, 100 mm dia CI A/F Tee, 100 mm dia D/F pipe (1.5 m long 2 nos. and 1 m long 1 no.), TW Housing Cover (Dumdum), earthing, painting, Toolset, Power wiring, pump house internal and external wiring with concealed, 2 Tonne chainpully block P-type indef make, and all pumping plant accessories with nut bolts and rubber packing, Kitkat, MCCB, Sunmica wooden board & Supply & Installation of sutable size of armoured cable including lug etc.
CE / UL certified Intelligent smart energy meter
SITC of Fully automatic Servo Voltage Stabilizer having capacity 20 KVA fully copper winding 3- phase A.C. Supply 50 Hz. Input voltage 200-480 volts, 3 Phase, A.C. Supply output voltage 415 Volts ± 1%, 3 Phase with T/F oil, Power cabling & earthing etc.complete in all respect.
Motor Operated Actuator with Sluice Valve (100mm)
CE / UL certified Electromagnetic flowmeter of size:100mm
DI Pipe Class K-9
Digital Soft starter (15 KW or suitable size as per site condition and direction of engineer in charge)
CE / UL certified Pressure Transmitter
CE / UL certified Electromagnetic flowmeter of size:150mm
CE / UL certified Surge protector for control panel
CE / UL certified 7" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters
CE / UL certified Hydrostatatic type sub soil water level transmitter
Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse and OHT
Automation of New / Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and Security Survillance cameras for Campus, Electromagnetic flowmeter of suitable size for DMA & OHT Outlet, power and control wiring , required RTUs and other accessories complete in all respect like earthing, cabling etc in each DMA in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones with following items :- Design, SITC of Booster Pumps with 50% stand-by of peak water demand along with main piping and actuator valves and bypass arrangement, extra pressure transmitter, VFD drive, PLC Panel, TDS Analyser, power and control wiring complete in all respect as per 24x7 water supply requirements Considering all DMAs. Flow meter in each DMA as per site requirement size or as per engineer in charge. Plunger type flow control valve in each DMA as per site requirement size or as per engineer in charge. SCADA Compatable Chlorinating System with separate controlled dosing in each DMA as per site requirement size or as per engineer in charge. Residual Chlorine Analyser with enclouser & data transmission facility in UPS etc in each DMA Residual Pressure transmitter with enclouser & data transmission facility in UPS etc in each DMA Radar Type level transmitter as per site requirement size or as per engineer in charge. 5 KVA UPS for Power backup of Transducers as per site requirement size or as per engineer in charge
SITC of 1000 LPM, 60 m head or suitable head as per site condition and direction of engineer in charge 2900 rpm 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.), TW Housing Cover (Dumdum), earthing, painting, Toolset, Power wiring, pump house internal and external wiring with concealed, 3 Tonne chainpully block P-type indef make and all pumping plant accessories with nut bolts and rubber packing, Kitkat, MCCB, Sunmica wooden board & Supply & Installation of sutable size of armoured cable including lug etc.
For Zone - 08 C (New TW- 01 No.) 500 LPM, 45 M
Pumping Plant including Servo Stablizer and Chlorinating Plant 500 LPM/45 M Head - 01 Nos.
Complete trail Run & operation of above complete Zone including Scada system with 02 year comsumable items from complition e,g Sodium Hypochloride, Sim & internet rechrage etc.
For Zone - 09
Automation of New / Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and Security Survillance cameras for Campus, Electromagnetic flowmeter of suitable size for DMA & OHT Outlet, power and control wiring , required RTUs and other accessories complete in all respect like earthing, cabling etc in each DMA in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones with following items :- Flow meter in each DMA as per site requirement size or as per engineer in charge Plunger type flow control valve in each DMA as per site requirement size or as per engineer in charge SCADA Compatable Chlorinating System with separate controlled dosing in each DMA as per site requirement size or as per engineer in charge Residual Chlorine Analyser with enclouser & data transmission facility in UPS etc in each DMA Residual Pressure transmitter with enclouser & data transmission facility in UPS etc in each DMA Radar Type level transmitter as per site requirement size or as per engineer in charge 5 KVA UPS for Power backup of Transducers as per site requirement size or as per engineer in charge
Automation of New / Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and Security Survillance cameras for Campus, Electromagnetic flowmeter of suitable size for DMA & OHT Outlet, power and control wiring , required RTUs and other accessories complete in all respect like earthing, cabling etc in each DMA in the way to accomplish 24x7 water supply to each water connectio
n in each DMA of all zones with following items :- Design, SITC of Booster Pumps with 50% stand-by of peak water demand along with main piping and actuator valves and bypass arrangement, extra pressure transmitter, VFD drive, PLC Panel, TDS Analyser, power and control wiring complete in all respect as per 24x7 water supply requirements Considering all DMAs. Flow meter in each DMA as per site requirement size or as per engineer in charge Plunger type flow control valve in each DMA as per site requirement size or as per engineer in charge SCADA Compatable Chlorinating System with separate controlled dosing in each DMA as per site requirement size or as per engineer in charge Residual Chlorine Analyser with enclouser & data transmission facility in UPS etc in each DMA Residual Pressure transmitter with enclouser & data transmission facility in UPS etc in each DMA Radar Type level transmitter as per site requirement size or as per engineer in charge 5 KVA UPS for Power backup of Transducers as per site requirement size or as per engineer in charge
Automation of New / Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and Security Survillance cameras for Campus, Electromagnetic flowmeter of suitable size for DMA & OHT Outlet, power and control wiring , required RTUs and other accessories complete in all respect like earthing, cabling etc in each DMA in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones with following items :- Flow meter in each DMA as per site requirement size or as per engineer in charge Plunger type flow control valve in each DMA as per site requirement size or as per engineer in charge SCADA Compatable Chlorinating System with separate controlled dosing in each DMA as per site requirement size or as per engineer in charge Residual Chlorine Analyser with enclouser & data transmission facility in UPS etc in each DMA Residual Pressure transmitter with enclouser & data transmission facility in UPS etc in each DMA Radar Type level transmitter as per site requirement size or as per engineer in charge 5 KVA UPS for Power backup of Transducers as per site requirement size or as per engineer in charge
Automation of New / Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and Security Survillance cameras for Campus, Electromagnetic flowmeter of suitable size for DMA & OHT Outlet, power and control wiring , required RTUs and other accessories complete in all respect like earthing, cabling etc in each DMA in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones with following items :- Flow meter in each DMA as per site requirement size or as per engineer in charge Plunger type flow control valve in each DMA as per site requirement size or as per engineer in charge SCADA Compatable Chlorinating System with separate controlled dosing in each DMA as per site requirement size or as per engineer in charge Residual Chlorine Analyser with enclouser & data transmission facility in UPS etc in each DMA Residual Pressure transmitter with enclouser & data transmission facility in UPS etc in each DMA Radar Type level transmitter as per site requirement size or as per engineer in charge 5 KVA UPS for Power backup of Transducers as per site requirement size or as per engineer in charge
For Zone - 10 (Kaushal Puri)
For Zone - 12
For Zone - 10 (Kaushal Puri)
(A) Existing OHT of Ashwanipuram
Automation of New / Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and Security Survillance cameras for Campus, Electromagnetic flowmeter of suitable size for DMA & OHT Outlet, power and control wiring , required RTUs and other accessories complete in all respect like earthing, cabling etc in each DMA in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones with following items :- Flow meter in each DMA as per site requirement size or as per engineer in charge Plunger type flow control valve in each DMA as per site requirement size or as per engineer in charge SCADA Compatable Chlorinating System with separate controlled dosing in each DMA as per site requirement size or as per engineer in charge Residual Chlorine Analyser with enclouser & data transmission facility in UPS etc in each DMA Residual Pressure transmitter with enclouser & data transmission facility in UPS etc in each DMA Radar Type level transmitter as per site requirement size or as per engineer in charge 5 KVA UPS for Power backup of Transducers as per site requirement size or as per engineer in charge
For Zone - 10 (Kaushal Puri)
(B) Existing OHT of Zanaura
Automation of New / Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and Security Survillance cameras for Campus, Electromagnetic flowmeter of suitable size for DMA & OHT Outlet, power and control wiring , required RTUs and other accessories complete in all respect like earthing, cabling etc in each DMA in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones with following items :- Flow meter in each DMA as per site requirement size or as per engineer in charge Plunger type flow control valve in each DMA as per site requirement size or as per engineer in charge SCADA Compatable Chlorinating System with separate controlled dosing in each DMA as per site requirement size or as per engineer in charge Residual Chlorine Analyser with enclouser & data transmission facility in UPS etc in each DMA Residual Pressure transmitter with enclouser & data transmission facility in UPS etc in each DMA Radar Type level transmitter as per site requirement size or as per engineer in charge 5 KVA UPS for Power backup of Transducers as per site requirement size or as per engineer in charge
(C) Existing OHT of Ram Nagar
Automation of New / Existing OHT and associated infrastructure like existing Tubewell, Related Valves, Chlorination System etc including repairing of existing equipments if necessary and Security Survillance cameras for Campus, Electromagnetic flowmeter of suitable size for DMA & OHT Outlet, power and control wiring , required RTUs and other accessories complete in all respect like earthing, cabling etc in each DMA in the way to accomplish 24x7 water supply to each water connection in each DMA of all zones with following items :- Flow meter in each DMA as per site requirement size or as per engineer in charge Plunger type flow control valve in each DMA as per site requirement size or as per engineer in charge SCADA Compatable Chlorinating System with separate controlled dosing in each DMA as per site requirement size or as per engineer in charge Residual Chlorine Analyser with enclouser & data transmission facility in UPS etc in each DMA Residual Pressure transmitter with enclouser & data transmission facility in UPS etc in each DMA Radar Type level transmitter as per site requirement size or as per engineer in charge 5 KVA UPS for Power backup of Transducers as per site requirement size or as per engineer in charge
Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (125 Amps)
Digital Soft starter (30 KW or suitable size as per site condition and direction of engineer in charge)
Bitumen Road PWD 1.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 aggregate to wet mix macadam. (150 mm thickness) 4. Providing & applying PrimeCoat with medium bitumen VG 10 on prepared surface spreading primer at the rate of 0.75 Kg./Sqm. 5.P/L of 50mm thick Dense Bituminous Macadam 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 @ 3.4 % 5a. Providing and laying tack coat. 6..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 % 7.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 size 8. Providing all necessary barricating and road painting work.
MCS (Master Control Station)
CE/UL & BIS Certified industrial grade LED MONITOR with latest configuration as per specification. 65"
CE/UL Certified 5 KVA UPS with batteries as per spec mentioned in technical bid document.
Full development version of required TAGS SCADA Software with coustomization of software for MCS as per requirement as per spec mentioned in technical bid documents.
CE/UL certified master control room PLC with redundant CPU & power supply at MCS in 1P54 enclouser as spec mentioned in technical bid documents.
GSM based 'wireless/Broadband/Equipment communication system for PLC capable to tranfer & received data & gather data from remote sites to control station, All accessories included signal enhancer antenna along with running expellees till DLP
CE/UL Ceritified Firewall for network protection total.
SURGE PROTECTOR FOR ETHERNET communication protection.
CE/UL certified industrial grade Ethernet Switch.
Mobile app facilty system architecture ( industries internet based & viewed though mobile app for increased local & Remote visibilty) including CE/UL Certified Field gateway agent for transfering data from MCSto CCR room.
Canon/HP or equivalent Laser Printer 1018 or equivement.
Complete trail Run & operation of above Zone including Scada system with 02 year comsumable items from complition e,g Sodium Hypochloride, Sim & internet rechrage etc.
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