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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.2 CrAdmitted-Finance NOT SPECIFIED | L1 | Admitted-Finance | |
| 2 | L2₹13.7 Cr+₹1.5 Cr (12.0%)Admitted-Finance 02 AB ADGAONKAR PLAZA NEAR ABB CIRCLE MAHATMA NAGAR NASHIK 422 007 MAHARASHTRA | NASHIK | MAHARASHTRA | 422007 | L2 | Admitted-Finance | |
| 3 | L3₹16.2 Cr+₹4.0 Cr (32.4%)Admitted-Finance 21 PASCHIM VIHAR EXTENSION NEW DELHI 110 063 | NEW DELHI | WEST DELHI | DELHI | 110063 | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | United Sales Corporation L1 | M/s R. K. Bhambri L3 | P L ADKE L2 |
|---|---|---|---|---|---|---|
| 1.00SCHEDULE 'A' PART -IA STP Civil works, Electrical & Mechanical Works ( DESIGN AND SUPPLY OF STPs) (TO BE QUOTED BY THE TENDERER) | ||||||
| 1.01Design, Engineering, Supply, Installation and Commissioning of 100% FRP based modular and package type sewage treatment plant, specially designed for underground applications with tertiary treatment as per the details given as under:- (a) The STPs should be capable to treat waste water by using the appropriate design to achieve the treated water parameters as per CPHEEO/NGT standards and as per details given herein. (b) The main treatment plant should be completely underground with certain outdoor parts like Exhaust vents, Blowers, Air Pipes and Manholes, also the Stilling Chambers, Bar Screen Chambers, Oil and Grease Traps (Wherever and whichever feasible with flexibility to keep some of it underground) all such components are required to be available to approach from ground level. (Note : In case of lower water level in ground is encountered the STP may installed in semi underground condition and design may be modified accordingly. However no extra cost shall be paid by department for such modification.) (c) The STPs shall have tertiary capability based on MBBR technology made of Isopthelic Unsaturated Polyester Rasin and certified as Green Product from both CII and IGBC (Indian Green Building Council). The system consist of all Components/ Chambers such as Bar Screen, Solid Separation zone, Sludge Collection and Removal Zone etc in a modular and series concept and sourced from established reputated OEMs of the underground package type STP plant manufacturer (Maintainance services should reach in 4 hours of time period and to be available everyday 24 x 7) as per their design and drawings. Modular composite FRP containerised treatment plants in series and parallel combination are required in accordance with total plant capacity. (d) An outdoor, semi underground collection sump for influent (Minimum 30 KL capacity for 0.3 MLD and 50 KL for 0.5 MLD STP plant) in accordance with the invert level Manhole of suitable capacity to be constructed in RCC just before the under ground package type treatment plant to cater for peak flow in terms of guidelines of CPHEEO manual (The collection sump is to be measured and paid separately under this tender). The liftwell pumps of suitable design and totally automatic to be installed in the collection sump to operate automatically in accordance with water level sensors to handle the average flow rate as well as peak flow of the influent. (e) Treated water will be reused for arboriculture and for flushing purpose, however in rainy season the provision should be made dispose off the excess water in sewage line of municipal coorporation. The scheme to include tertiary treatment system like, Chemical Dozing, Multigrade Pressure Filters and Activated Carbon Filters in 100% FRP construction to achieve the desired parameters. An outdoor semi-underground, covered sump of RCC construction to collect the clear treated water is included in the scope of work which will be one 75 KL sump for 0.5 MLD Plant and one 50KL for 0.3 MLD Plant in intermediate and final stage configuration and will be part of this schedule only. The filter feed to tank / sump of RCC construction. (f) The scope of work includes complete design (As per the availability of site which is 25 x 20 mtrs for 0.3 MLD and 55 x 15 mtrs for 0.5 MLD STP plants including working space), drawings, excavation, removal of surplus soil out of the Ministry of Defence Land not less than 1.5 Kms distance, backfilling, compacting, manholes, exhausts, treatment, reactor technology and all required Civil, Mechanical and Electrical Works Components, Disinfection System, Pipes, Cables, Controls, Monitors, Switchgears, Excavation, Manhole Chambers Foundations, Motors, Blowers, MCCBs, Sensors, Starters, Automation Components complete in all respect and all as required to cater to clean setup and an efficient system to treat the waste water and achieve the requisite parameters and re-use as enumerated here and elsewhere. Any minor items, components, sub-systems not specificaly mentioned but essentially required is considered included in the quoted rates and nothing extra shall be payable to contractor on this account. | ||||||
| 1.02(g) The STP shall be designed to treat the influent sewage water and achieve the outlet water parametres as per following details and in accordance with NGT latest norms:- S No Parameter Inlet Outlet Unit 1 pH 6.0 6.5-8.5 mg/l 2 BOD 250 <10 mg/l 3 COD 425 <50 mg/l 4 Oil & grease 15.0 <10 mg/l 5 Nitrate Nitrogen (Total) Upto 50 <10 mg/l 6 TSS Upto 200 <20 mg/l 7 Faecal Coliform per 100ml Nil (h) The system shall have SCADA based capabilities to acquire data and to automate and monitor the operation of the plant. (j) Online continuous effluent parameter monitoring system to measure and display the BOD, PH, COD, TSS and residual chlorine employed in the system along with data logging capability of upto 10 days data should be shown at operator room on computer screen at an interval of upto one hour. Flow meter of appropriate type and size with digital display and data logging duly connected to central control panel shall be installed in clear water pipe line to measure the outflow. (k) The entire design, scheme, schematic including OEMs drawings and design shall be got approved from CWE office before procurement and commencement of the treatment plant. Any changes, modification, clarification sought by CWE office in fulfillment of the contract conditions shall be met by the contractor without delay and without any financial liability. A period of sixty days shall be accounted for final approval of the design of the system design drgs and components. The entire design of the STPs shall be vetted by IIT/NIT. (l) Contractor should provide testing of treated water every month by NABL lab. (m) Capacity of STP plant to be installed and commissioned is as under:- | ||||||
| 2.00 | 500 KLD (Site availability is 55x15 mtrs including working space) complete as mentioned above in items 1.00 to 1.04 | 1 | Each Job | 2,54,00,000 ₹2,54,00,000 | 3,90,00,000 ₹3,90,00,000 | 1,85,00,000 ₹1,85,00,000 Lowest |
| 3.00 | 300KLD (Site availability is 25x20 mtrs including working space) complete as mentioned above in items 1.00 to 1.04 | 1 | Each Job | 2,25,00,000 ₹2,25,00,000 | 2,85,00,000 ₹2,85,00,000 | 1,63,00,000 ₹1,63,00,000 Lowest |
| 4.00SCHEDULE 'A' PART-I B BUILDINGS AND STRUCTURES (TO BE QUOTED BY THE TENDERER) | ||||||
| 5.00 | Construction of LAB CUM CHEMICAL STORE, OPERATOR ROOM & MOTOR CONTROL CENTER BLDG with RCC Framed Structure with permanent specifications all as shown on drawings and as specified and directed.
(For 500KLD - 1 No, 300KLD - 1 No) | 2 | Each building | 20,00,000 ₹40,00,000 | 40,00,000 ₹80,00,000 | 13,62,000 ₹27,24,000 Lowest |
| 6.00 | Construction of AIR BLOWER ROOM with RCC Framed Structure with permanent specifications all as shown on drawings and as specified and directed.
(For 500KLD - 1 No, 300KLD - 1 No) | 2 | Each building | 5,25,000 ₹10,50,000 Lowest | 12,00,000 ₹24,00,000 | 12,54,000 ₹25,08,000 |
| 7.00 | Construction of Pump House with UG Sump (Treated water collection sump) with RCC Framed Structure with permanent specifications all as shown on drawings and as specified and directed.
(For 500KLD - 1 No, 300KLD - 1 No) | 2 | Each building | 22,00,000 ₹44,00,000 | 25,00,000 ₹50,00,000 | 12,00,000 ₹24,00,000 Lowest |
| 8.00 | Design, engineering construction, testing and commissioning of a reinforced cement concrete (RCC) Wet Well and integrated pump Room, designed in strict accordance with the latest CPHEEO Manual on Sewerage Pumping. The wet well capacity shall be scientifically calculated to handle the specified sewage inflow, ensuring optimal detention time and pump cycle frequency for a split-shift operations to handle the peak flow of approximately 62KL per hr with minimum pump cycle of 10 minutes to operate automotically through level sensors & PLC based motor control panel. The contractor is mandated to conduct a comprehensive site-specific water table analysis to ensure the structure is designed for buoyancy and hydrostatic pressure, incorporating high-grade watertight RCC and robust waterproofing systems (internal and external) to withstand peak monsoon water tables.
The pumping system shall comprise three (3) non-clog centrifugal pumps (Two Duty and One Standby) of adequate head and discharge adequate capacity. The scope includes all internal and external piping of size 150/200 mm dia as per the site suitability using flexible DWC/HDPE pipes, complete with RCC thrust blocks at all bends and transitions to mitigate hydraulic surges. Above the wet well, a functional RCC pump room shall be constructed to house the electrical panels and monitoring equipment. This room must feature a sloped RCC roof with specialized heavy-duty waterproofing treatment to ensure total protection against the region’s excessive rainfall. The item is inclusive of all excavation, shoring, dewatering, structural design, supply of all electromechanical components like butterfly / sluice valve as individual and common deliveries, air release valve , guide rails, MS Chain, Mono rail system for maintenance of sewage pumps, cables ,SS micro panels with satr delta starters metering equiptments , copper bus bar of adequate size , level sensors etc for sucessful commissioning of the entire installations. | 1 | Each Job | 22,50,000 ₹22,50,000 Lowest | 32,50,000 ₹32,50,000 | 42,30,000 ₹42,30,000 |
Tender Value
₹12.4 Cr
EMD Value
₹9.5 L
Closing Date
27 Jul 2026, 6:00 pmClosed
Chief Engineer (Navy) Mumbai
HQ Chief Engineer (Navy) Mumbai, Shahid Bhagat Singh Marg, Colaba, Mumbai - 400005
PROVISION OF DEFICIENT PACKAGE TYPE STP 02 NOs OF CAPACITY 0.3 MLD AND 0.5 MLD INCLUDING SEWER NETWORK AT INS HAMLA, MUMBAI
2026_MES_770995_1
87900/E8
Open Tender
Civil Works
Lump-sum
365 days
BHANDUP
Please refer Tender Document
10 documents required · 10 mandatory
₹3,000
Garrison Engineer (NW) Bhandup
₹9.5 L
Yes
HQ Chief Engineer (Navy) Mumbai
5 Aug 2026
10 Jun 2026
29 Jul 2026
10 Jun 2026
27 Jul 2026
13 Jul 2026
10 Jun 2026 - 7 Jul 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SCHEDULE 'A' PART -IA STP Civil works, Electrical & Mechanical Works ( DESIGN AND SUPPLY OF STPs) (TO BE QUOTED BY THE TENDERER) | |||||
| 1.01 | Design, Engineering, Supply, Installation and Commissioning of 100% FRP based modular and package type sewage treatment plant, specially designed for underground applications with tertiary treatment as per the details given as under:-
(a) The STPs should be capable to treat waste water by using the appropriate design to achieve the treated water parameters as per CPHEEO/NGT standards and as per details given herein.
(b) The main treatment plant should be completely underground with certain outdoor parts like Exhaust vents, Blowers, Air Pipes and Manholes, also the Stilling Chambers, Bar Screen Chambers, Oil and Grease Traps (Wherever and whichever feasible with flexibility to keep some of it underground) all such components are required to be available to approach from ground level. | - | - | - | - |
| 1.02 | (c) The STPs shall have tertiary capability based on MBBR technology made of Isopthelic Unsaturated Polyester Rasin and certified as Green Product from both CII and IGBC (Indian Green Building Council). The system consist of all Components/ Chambers such as Bar Screen, Solid Separation zone, Sludge Collection and Removal Zone etc in a modular and series concept and sourced from established reputated OEMs of the underground package type STP plant manufacturer (Maintainance services should reach in 4 hours of time period and to be available everyday 24 x 7) as per their design and drawings. Modular composite FRP containerised treatment plants in series and parallel combination are required in accordance with total plant capacity.
(d) An outdoor, semi underground collection sump for influent (Minimum 30 KL capacity for 0.3 MLD and 50 KL for 0.5 MLD STP plant) in accordance with the invert level Manhole of suitable capacity to be constructed in RCC just before the under ground package type treatment plant to cater for peak flow in terms of guidelines of CPHEEO manual (The collection sump is to be measured and paid separately under this tender). The liftwell pumps of suitable design and totally automatic to be installed in the collection sump to operate automatically in accordance with water level sensors to handle the average flow rate as well as peak flow of the influent. | - | - | - | - |
| 1.03 | (e) Treated water will be reused for arboriculture and for flushing purpose, however in rainy season the provision should be made dispose off the excess water in sewage line of municipal coorporation. The scheme to include tertiary treatment system like, Chemical Dozing, Multigrade Pressure Filters and Activated Carbon Filters in 100% FRP construction to achieve the desired parameters. An outdoor semi-underground, covered sump of RCC construction to collect the clear treated water is included in the scope of work which will be one 75 KL sump for 0.5 MLD Plant and one 50KL for 0.3 MLD Plant in intermediate and final stage configuration and will be part of this schedule only. The filter feed to tank / sump of RCC construction. Submersible pumps of appropriate capacity and design to be provided in both the treated water sumps, for pumping the treated water to arboriculture areas, for two-three hours in each shifts (Once in the morning and once in evening). Necessary electric works, controls, switch gears and cables etc to be catered for.
(f) The scope of work includes complete design (As per the availability of site which is 25 x 20 mtrs for 0.3 MLD and 55 x 15 mtrs for 0.5 MLD STP plants including working space), drawings, excavation, removal of surplus soil out of the Ministry of Defence Land not than 1.5 Kms distance, backfilling, compacting, manholes, exhausts, treatment, reactor technology and all required Civil, Mechanical and Electrical Works Components, Disinfection System, Pipes, Cables, Controls, Monitors, Switchgears, Excavation, Manhole Chambers Foundations, Motors, Blowers, MCCBs, Sensors, Starters, Automation Components complete in all respect and all as required to cater to clean setup and an efficient system to treat the waste water and achieve the requisite parameters and re-use as enumerated here and elsewhere. Any minor items, components, sub-systems not specificaly mentioned but essentially required is considered included in the quoted rates and nothing extra shall be payable to contractor on this account. | - | - | - | - |
| - | (g) The STP shall be designed to treat the influent sewage water and achieve the outlet water parametres as per following details and in accordance with NGT latest norms:-
S No Parameter Inlet Outlet Unit
1 pH 6.0 6.5-8.5 mg/l
2 BOD 250 <10 mg/l
3 COD 425 <50 mg/l
4 Oil & grease 15.0 <10 mg/l
5 Nitrate Nitrogen (Total) Upto 50 <10 mg/l
6 TSS Upto 200 <20 mg/l
7 Faecal Coliform per 100ml Nil
(h) The system shall have SCADA based capabilities to acquire data and to automate and monitor the opcration of the plant.
(j) Online continuous effluent parameter monitoring system to measure and display the BOD, PH, COD, TSS and residual chlorine employed in the system along with data logging capability of upto 10 days data should be shown at operator room on computer screen at an interval of upto one hour. Flow meter of appropriate type and size with digital display and data logging duly connected to central control panel shall be installed in clear water pipe line to measure the outflow.
(k) The entire design, scheme, schematic including OEMs drawings and design shall be got approved from CWE office before procurement and commencement of the treatment plant. Any changes, modification, clarification sought by CWE office in fulfillment of the contract conditions shall be met by the contractor without delay and without any financial liability. A period of sixty days shall be accounted for final approval of the design of the system design drgs and components.
(l) Contractor should provide testing of treated water every month by NABL lab.
(m) Capacity of STP plant to be installed and commissioned is as under:- | - | - | - | - |
| 2 | (i) Design, supply, construction, installation, testing, and commissioning for 500 KLD (Site availability is 55x15 mtrs including working space) complete as mentioned above in items 1.00 to 1.04 | 1 | Each Job | - | - |
| 3 | (ii) Design, supply, construction, installation, testing, and commissioning for 300KLD (Site availability is 25x20 mtrs including working space) complete as mentioned above in items 1.00 to 1.04 | 1 | Each Job | - | - |
| 4SCHEDULE 'A' PART -IB BUILDINGS AND STRUCTURES (TO BE QUOTED BY THE TENDERER) | |||||
| - | Construction of LAB CUM CHEMICAL STORE, OPERATOR ROOM & MOTOR CONTROL CENTER BLDG with RCC Framed Structure with permanent specifications all as shown on drawings and as specified and directed.
(For 500KLD - 1 No, 300KLD - 1 No) | 2 | Lump sum | - | - |
| - | Construction of AIR BLOWER ROOM with RCC Framed Structure with permanent specifications all as shown on drawings and as specified and directed.
(For 500KLD - 1 No, 300KLD - 1 No) | 2 | Lump sum | - | - |
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