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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.9 LAccepted-AOC | ₹33.9 L | L1 | Accepted-AOC Being 1st lowest |
| 2 | L2₹36.5 L+₹2.7 L (7.91%)Rejected-Finance 121 GOLDEN PLAZA TAGORE ROAD RAJKOT RAJKOT GUJARAT 360002 | RAJKOT | GUJARAT | 360002 | ₹36.5 L+₹2.7 L (7.91%) | L2 | Rejected-Finance Being 2nd lowest |
| 3 | L3₹40.9 L+₹7.0 L (20.8%)Rejected-Finance | ₹40.9 L+₹7.0 L (20.8%) | L3 | Rejected-Finance Being 3rd lowest |
| 4 | L4₹41.0 L+₹7.2 L (21.2%)Rejected-Finance 1 2 GR FLOOR VITHALKUNJ NO 3 V P ROAD ANDHERI WEST MUMBAI 400 058 | MUMBAI SUBURBAN | MAHARASHTRA | 400058 | ₹41.0 L+₹7.2 L (21.2%) | L4 | Rejected-Finance Being 4th lowest |
| 5 | Rejected-Technical | - | - | Rejected-Technical (i) Details of works completed and under progress in MES not submitted as per format given at Para 8(b) of Appx A to NIT. (ii) Working Capital, Latest turnover and other documents required as per Para 8(b) of Appx A to NIT not submitted. |
| Sl No | Description | Qty | Unit | Darpan Construction L4 | MC Gandhi and Sons L3 | Unicare Technologies Pvt Ltd L2 | Pan Asia Worldwide L1 |
|---|---|---|---|---|---|---|---|
| .09Blank | |||||||
| 1.00 | Schedule `A’ Part I (Site Clearance, Earthwork and/ Excavation)
Total of Sch 'A' Part-I B/F | 1 | Lump sum | 3,00,000 ₹3,00,000 | 99,148.63 ₹99,148.63 Lowest | 1,79,000 ₹1,79,000 | 1,85,000 ₹1,85,000 |
| 2.00 | Schedule `A’ Part II (Sewage Disposal (B/R Works)
Total of Sch 'A' Part-II B/F | 1 | Lump sum | 5,00,000 ₹5,00,000 | 4,96,441.6 ₹4,96,441.6 | 3,21,100 ₹3,21,100 Lowest | 3,30,000 ₹3,30,000 |
| 3.00 | Schedule `A’ Part III (Sewage Disposal (E/M Works))
Total of Sch 'A' Part-III B/F | 1 | Lump sum | 1,58,000 ₹1,58,000 | 1,34,901.5 ₹1,34,901.5 | 91,500 ₹91,500 Lowest | 99,000 ₹99,000 |
| 4.00 | Schedule `A’ Part IV (Raw Water Harvesting )
Total of Sch 'A' Part-IV B/F | 1 | Lump sum | 1,89,000 ₹1,89,000 | 1,63,575 ₹1,63,575 | 1,06,000 ₹1,06,000 | 1,00,000 ₹1,00,000 Lowest |
| 5.00Schedule `A’ Part V (Misc (To be quoted by the Tenderer) BOQ) Total of Sch 'A' Part-V B/F | |||||||
| 6.00 | Design, supply, installation, commissioning and testing sewage treatment plant package type based on (MBBR) moving bed-Bio-reactor technology having capacity 15 KLD including all civil work for STP from any one of the OEM given in tender. The following are included in STP system :- | 1 | Each Job | 28,50,000 ₹28,50,000 | 29,41,000 ₹29,41,000 | 27,58,700 ₹27,58,700 | 25,00,000 ₹25,00,000 Lowest |
| 6.01(A)Bar Screen (Mesh) i.Dimension: 0.5 m × 0.5 m ii.Material of Construction (MOC): FRP (Pultruded) iii.Bar Spacing: 8–10 mm (Coarse) iv.Quantity: 01 No. | |||||||
| 6.02(B) Package STP (NBF Model) – Capacity 15,000 Litres/Day i.Tanks: 1 No. ii.Tank Dimensions: 5.086 m (Length) × 2.40 m (Diameter) – Tank-1 iii.MOC: FRP iv.Type: Horizontal (Underground) v.Zones: 3 Zones vi.Anaerobic vii.Aeration viii.Final Sedimentation ix.Quantity: 01 No. | |||||||
| 6.03(C) FRP Underground Intermediate cum Treated Water Storage Tank (IMTTWST Model) – tank Capacity 10,000 Litres i.Tanks: 1 No. ii.Tank Dimensions: 4.310 m (Length) × 1.83 m (Diameter) – Tank-2 iii.MOC: FRP iv.Shape: Horizontal (Underground) v.Zones: 2 Zones vi.Intermediate vii.Treated Water Storage viii.Quantity: 01 No. | |||||||
Tender Value
₹38.9 L
EMD Value
₹78,000
Closing Date
9 Aug 2025, 6:00 pmClosed
CWE Karanja
CWE Karanja, Naval Station Karanja, Uran, Raigad, Maharashtra
PROVISION OF PACKAGE STP (15 KL CAPACITY) NEAR HQ CE AREA, COLABA, MUMBAI
2025_MES_718356_1
84460-K/E8
Open Tender
Civil Works
Lump-sum
180 days
Naval Station Karanja
Please refer Tender Documents
8 documents required · 8 mandatory
₹500
GE P No 01 (NW) Mumbai
₹78,000
29 Sept 2025
3 Jul 2025
11 Aug 2025
3 Jul 2025
9 Aug 2025
22 Jul 2025
Amount
Blank
Schedule `A’ Part I (Site Clearance, Earthwork and/ Excavation) Total of Sch 'A' Part-I B/F
Schedule `A’ Part II (Sewage Disposal (B/R Works) Total of Sch 'A' Part-II B/F
Schedule `A’ Part III (Sewage Disposal (E/M Works)) Total of Sch 'A' Part-III B/F
Schedule `A’ Part IV (Raw Water Harvesting ) Total of Sch 'A' Part-IV B/F
Schedule `A’ Part V (Misc (To be quoted by the Tenderer) BOQ) Total of Sch 'A' Part-V B/F
Design, supply, installation, commissioning and testing sewage treatment plant package type based on (MBBR) moving bed-Bio-reactor technology having capacity 15 KLD including all civil work for STP from any one of the OEM given in tender. The following are included in STP system :-
(A)Bar Screen (Mesh) i.Dimension: 0.5 m × 0.5 m ii.Material of Construction (MOC): FRP (Pultruded) iii.Bar Spacing: 8–10 mm (Coarse) iv.Quantity: 01 No.
(B) Package STP (NBF Model) – Capacity 15,000 Litres/Day i.Tanks: 1 No. ii.Tank Dimensions: 5.086 m (Length) × 2.40 m (Diameter) – Tank-1 iii.MOC: FRP iv.Type: Horizontal (Underground) v.Zones: 3 Zones vi.Anaerobic vii.Aeration viii.Final Sedimentation ix.Quantity: 01 No.
(C) FRP Underground Intermediate cum Treated Water Storage Tank (IMTTWST Model) – tank Capacity 10,000 Litres i.Tanks: 1 No. ii.Tank Dimensions: 4.310 m (Length) × 1.83 m (Diameter) – Tank-2 iii.MOC: FRP iv.Shape: Horizontal (Underground) v.Zones: 2 Zones vi.Intermediate vii.Treated Water Storage viii.Quantity: 01 No.
(D)Air Blower (with Accessories) i.Pressure: 0.3 Kg/cm² ii.Type: Twin Lobe Blower iii.Capacity: 2.0 HP (38 m³/hr) iv.Diffusers: Air Grid Pipes v.Blower Pipe: 3 inches vi.Quantity: 02 Nos (1 Working + 1 Standby)
(E)Recirculation Pump i.Capacity: 9.0 m³/hr ii.Motor: 1.0 HP iii.Type: Non-clog Submersible iv.Head: 10 m v.Quantity: 01 No.
(F)Relay Based Control Panel i.Panel Dimensions: 900 × 400 × 100 mm ii.Quantity: 01 No.
(G)Pipes & Fittings (PVC/uPVC) – Internal & External Scope i.Quantity: 01 Lot
(H)FRP Tank Accessories (For Installation) i.FRP Straps: 2700 mm Length ii.Turn Buckle: MOC – CI iii.Wire Rope: MOC – MS iv.Concrete Deadman: As per tank length v.Eye Bolt: MOC – CI vi.Quantity: 01 Lot
(J) Feed Pump i.Capacity: 1.0 m³/hr ii.Motor: 1.0 HP iii.Type: Non-clog Type Submersible iv.Quantity: 02 Nos (1W + 1S)
(K)Pressure Sand Filter i.Capacity: 1.0 cum/hr ii.MOC: FRP iii.Size: 13” × 53” iv.Filter Media: Gravels / Pebbles / Core Silex / Fine Silex / Sand vi.Piping: 50 mm Size (uPVC/PVC) vi.Valve Type: Side Mounted Multiport Manual Valve vii.Quantity: 01 No.
(L)Activated Carbon Filter i.Capacity: 1.0 cum/hr ii.MOC: FRP iii.Size: 13” × 53” iv.Filter Media: Activated Carbon 1200 IV v.Piping: 50 mm Size (uPVC/PVC) vi.Valve Type: Side Mounted Multiport Manual Valve vii.Quantity: 01 No.
(M)Chlorine Dosing System (Sodium Hypochlorite) i.Dosing Capacity: 6 LPH ii.Drum Capacity: 50 Litres (HDPE Drum) iii.Quantity: 01 Lot
(N)Treated Water Storage/Transfer Pump i.Capacity: 9.0 m³/hr ii.Motor: 1.0 – 2.0 HP iii.Type: Non-clog Submersible iv.Head: 38 m v.Quantity: 02 Nos (1W + 1S)
Notes: (a) Design of STP will be approved by Accepting Officer before execution on ground. (b) Actual quantities of various component are tentative & actual quantities may vary as per design of OEM for specified capacity. This shall be included in quoted rate for STP.
Removing excavated materials to a distance beyond 50 Km and depositing where directed at a level not exceeding 1.50m above the starting point in soil, complete all as specified and as directed by Engr-in-Charge.
Supply and Fix for PRV brass forged pressure reducing valve laid in floor / wall including fillings, complete all as specified and as directed by Engr-in-Charge.
Supply, installation and testing of Foot Valve conforming to IS 4038, 50mm (2") dia, complete all as specified and as directed by Engr-in-Charge.
Unicare Technologies Pvt Ltd (BID ID -3380486)
MC Gandhi and Sons (BID ID -3380351)
Darpan Construction (BID ID -3375656)
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