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| Tender ID | 3980192 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Provision Of Water Supply Storage Tank For N1-n3 Jetty Under Ge (u-ii) Visakhapatnam |
| Last Date For Submission | 9th May, 2026 |
| Opening Date | 11 May, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 89000.00 |
| Estimated Cost | 4450000.00 |
| City | Visakhapatnam |
|---|---|
| State | Andhra Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | 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. | 1.00 | Each Job |
| 2 | (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. | ||
| 3 | (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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