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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.0 LAccepted-Finance | ₹42.0 L | L1 | Accepted-Finance Being Lowest Bidder |
| 2 | L2₹55 LRejected-Finance FLAT NO B 309 SAI RESIDENCY TCI CHOWK GOPOPALI SUNDERGARH ROURKELA ODISHA 769 004 | ROURKELA | SUNDERGARH | ODISHA | 769004 | ₹55 L | L2 | Rejected-Finance Not being lowest bidder |
| 3 | Rejected-Technical 24 85 7 SANATH NAGAR GAJUWAKA VISAKHAPATNAM 530 026 | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | - | - | Rejected-Technical The firm is not enlisted with eleible cat a(ii) as stipulated in NIT Conditions |
| Sl No | Description | Qty | Unit | M/s UMAMANI CONSTRUCTIONS L2 | Y RAMESH L1 |
|---|---|---|---|---|---|
| 1.00 | Design, fabrication, supply, erection, installation, testing and commissioning of Sheet Moulded Compound (SMC) / Glass Reinforced Plastic (GRP) sectional panel water tank confirming to IS 14399 (Part 1&2) : 1996 of capacity 224 KL, approx internal dimensions 8m × 7m × 4m, consisting of factory-moulded SMC/GRP panels UV-stabilized and food-grade all as specified and directed:-
Make: Sovisy India Pvt Ltd or Equivalent in Amitex enterprises, Sintax, EPP Composite PVT Ltd
Note:- The quoted rate shall be inclusive of the following works and the provisions mentioned under particular specifications here-in-after, nothing shall be paid extra on this account. | 1 | Each Job | 55,00,000 ₹55 L | 41,99,999 ₹42.0 L |
| 1.01(Item No 01.00 Contd--) (a) Tank Capacity & Size: Tank capacity shall be 224 KL with internal dimensions 8m × 7m × 4m (L × W × H) as shown in drawing. (b) Tank Type: Tank shall be sectional panel type constructed from SMC/GRP moulded panels. (c) Panel Sizes: Panels shall be either 1m × 1m or 1m × 0.5m as required to suit site layout and structural configuration. (d) Minimum Panel Thickness: (i). Base panels: 12 mm (ii). Wall panels: 10 mm (iii). Roof panels: 6 mm (e) Panel Material: SMC/GRP panels shall be food-grade, UV-resistant, corrosion-resistant, suitable for potable water storage. (f) Structural Support Frame: All vertical and horizontal steel supports, including base frame, shall be ISMC 175 mm, hot-dip galvanized (HDG). (g) Bracing: Provide adequate internal tie rods, cross-bracing, and stiffeners to withstand hydrostatic pressure at full load. External tie-rods of M.S 16 mm to connect HDG 'C' type side channals to be used. (h) Fasteners: All bolts, nuts and washers in contact with water shall be stainless steel (SS 304). External structural bolts shall be HDG. (j) Gaskets & Sealants: All joints between panels shall be sealed with EPDM/neoprene gaskets and food-grade sealants as recommended by manufacturer. | |||||
| 1.02(Item No 01.00 Contd--) (k) Roof Structure: Roof shall be watertight, constructed from SMC/GRP roof panels with HDG internal support beams. (l) Ladders: (i) Provide external ladder (HDG steel) from ground level to tank roof. (ii) Provide internal ladder (GRP/Aluminium Alloy) from manhole to tank bottom. (m) Manhole: Two manhole of 700 x 700 mm with HDG frame should be provided on the roof of tank with double lip construction and proper locking arrangement (n) Pipe Connections: Provide flanged inlet, outlet, overflow, drain and air vent with mosquito mesh connections with reinforcement pads as per manufacturer standards including pipes as required at site. (o) Foundation: The panel tanks shall be mounted on the ' C ' Type HDG channel (ISMC-Indian Steel Metal Channal) base to be part of the supply. Tank shall be installed on level RCC foundation (foundation work excluded). (p) Earthing: Provide earthing for tank structural frame as per electrical safety standards. (q) Leakage Testing: Tank shall be filled to full height and tested for water-tightness for minimum 48 hours prior to acceptance. (r) Water level Indicator: Level indicator (external) with Alluminium frame along with necessary brass flote valve accessories Note:- (i) Contractor to verify all dimensions at site before installation and report discrepancies to Engineer-in-Charge. (ii) General Arrangement Drawing, Grilling Details and Associated Reference Drawings are attached for guidance and shall be followed as specified and directed by Engineer-in-Charge. | |||||
Updated dates
Tender Value
₹44.5 L
EMD Value
₹89,000
Closing Date
9 May 2026, 6:00 pmClosed
Garrison Engineer Utility-II Visakhapatnam
Garrison Engineer Utility-II 104 Area Industrial Estate Post Visakhapatnam -530 007
PROVISION OF WATER SUPPLY STORAGE TANK FOR N1-N3 JETTY UNDER GE (U-II) VISAKHAPATNAM
2026_MES_759827_1
8119(A)
Open Tender
Electrical and Maintenance Works
180 days
Visakhapatnam
As per NIT
7 documents required · 7 mandatory
₹500
Yes
Garrison Engineer Utility-II
₹89,000
Yes
22 Jun 2026
10 Apr 2026
11 May 2026
10 Apr 2026
9 May 2026
27 Apr 2026
(Item No 01.00 Contd--) (a) Tank Capacity & Size: Tank capacity shall be 224 KL with internal dimensions 8m × 7m × 4m (L × W × H) as shown in drawing. (b) Tank Type: Tank shall be sectional panel type constructed from SMC/GRP moulded panels. (c) Panel Sizes: Panels shall be either 1m × 1m or 1m × 0.5m as required to suit site layout and structural configuration. (d) Minimum Panel Thickness: (i). Base panels: 12 mm (ii). Wall panels: 10 mm (iii). Roof panels: 6 mm (e) Panel Material: SMC/GRP panels shall be food-grade, UV-resistant, corrosion-resistant, suitable for potable water storage. (f) Structural Support Frame: All vertical and horizontal steel supports, including base frame, shall be ISMC 175 mm, hot-dip galvanized (HDG). (g) Bracing: Provide adequate internal tie rods, cross-bracing, and stiffeners to withstand hydrostatic pressure at full load. External tie-rods of M.S 16 mm to connect HDG 'C' type side channals to be used. (h) Fasteners: All bolts, nuts and washers in contact with water shall be stainless steel (SS 304). External structural bolts shall be HDG. (j) Gaskets & Sealants: All joints between panels shall be sealed with EPDM/neoprene gaskets and food-grade sealants as recommended by manufacturer.
(Item No 01.00 Contd--) (k) Roof Structure: Roof shall be watertight, constructed from SMC/GRP roof panels with HDG internal support beams. (l) Ladders: (i) Provide external ladder (HDG steel) from ground level to tank roof. (ii) Provide internal ladder (GRP/Aluminium Alloy) from manhole to tank bottom. (m) Manhole: Two manhole of 700 x 700 mm with HDG frame should be provided on the roof of tank with double lip construction and proper locking arrangement (n) Pipe Connections: Provide flanged inlet, outlet, overflow, drain and air vent with mosquito mesh connections with reinforcement pads as per manufacturer standards including pipes as required at site. (o) Foundation: The panel tanks shall be mounted on the ' C ' Type HDG channel (ISMC-Indian Steel Metal Channal) base to be part of the supply. Tank shall be installed on level RCC foundation (foundation work excluded). (p) Earthing: Provide earthing for tank structural frame as per electrical safety standards. (q) Leakage Testing: Tank shall be filled to full height and tested for water-tightness for minimum 48 hours prior to acceptance. (r) Water level Indicator: Level indicator (external) with Alluminium frame along with necessary brass flote valve accessories Note:- (i) Contractor to verify all dimensions at site before installation and report discrepancies to Engineer-in-Charge. (ii) General Arrangement Drawing, Grilling Details and Associated Reference Drawings are attached for guidance and shall be followed as specified and directed by Engineer-in-Charge.
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