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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.2 LAccepted-AOC DOOR NO 38 I H COLONY MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | L1 | Accepted-AOC Being Lowest Bidder | |
| 2 | L2₹22.8 L+₹49,218.63 (2.21%)Rejected-Finance DOOR NO 10 89 BC COLONY PAPAYYARAJUPALEM SUJATHANAGAR VISAKHAPATNAM 530 051 | VISAKHAPATANAM | ANDHRA PRADESH | 530051 | L2 | Rejected-Finance Not being lowest bidder | |
| 3 | L3₹23.3 L+₹1.1 L (4.72%)Rejected-Finance | L3 | Rejected-Finance Not being lowest bidder | |
| 4 | L4₹23.5 L+₹1.2 L (5.43%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | BAPATLA | ANDHRA PRADESH | 504214 | L4 | Rejected-Finance Not being lowest bidder | |
| 5 | L5₹24.3 L+₹2.0 L (8.90%)Rejected-Finance | L5 | Rejected-Finance Not being lowest bidder |
| Sl No | Description | Qty | Unit | SRI DHANESWARI ENGINEERING WORKS L5 | M/S SRI VENKATA BHAVANI CONSTRUCTIONS L4 | M/s.DSRK CONSTRUCTIONS L7 | M/S CHANDRA ENGINEERS AND CONTRACTORS L8 | SHIKHARA PROJECTS L9 | GVR CONSTRUCTIONS L6 | Prasad and Suresh Constructions L1 | Y RAMESH L3 | M/s KAMADHENU ENGINEERING CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Design, supply, erection, testing and commissioning of factory-moulded SMC/GRP sectional panel type potable water storage tank of 36,000 litres (36 KL) nominal capacity, internal dimensions approx. 4.0 m (L) × 3.0 m (B) × 3.0 m (H), conforming to IS 14399 (Part 1 & Part 2):1996, complete in all respects as per specifications below and as directed by Engineer-in-Charge:-
(a) The tank shall be constructed from hot-pressed moulded, UV-stabilised, non-insulated SMC panels manufactured from sheet moulding compound comprising glass fibre reinforcement and selected polyester resin. Panels shall have minimum hydrostatic safety factor of 4.0, suitable for ambient temperature up to 55°C and water temperature up to 65°C, wind velocity 60 m/sec, roof live load 120 kg/m², and seismic zone B2 (PGA 0.25).
(b) Panel configuration shall include: (i) Bottom panels: SMC, 1 m × 1 m, convex type. (ii) Side panels: SMC, 1 m × 1 m and 1 m × 0.5 m. (iii) Roof panels: SMC, 1 m × 1 m, anti-skid textured finish. (iv) Drain panel with special design for complete drainage. (v) Manhole: 1 m × 1 m SMC panel with lockable lid, clear opening 700 mm.
(c) Mechanical and structural accessories shall include: (i) Hot dip galvanised (HDG) steel vertical corner angles. (ii) HDG external side supports and HDG base grillage. (iii) ISI-marked HDG C-channels at 1 m spacing with top external tie rods. (iv) FRP internal roof support members (minimum 5 mm thick hollow square section). (v) HDG high-tensile bolts, nuts and washers (Grade 8.8, M12 × 40 mm). (vi) Non-toxic sealing gasket/tape, 3 mm thick, high ageing resistance (e.g. Norseal or equivalent).
(d) Fittings and appurtenances shall include: (i) Inlet, outlet, overflow and drain connections: 50 NB GI flanges with 9” long threaded nipples (BS-10 / Table-D). (ii) Mosquito-proof air vents (100 mm dia) with insect mesh. (iii) External galvanised ladder with wall fixing arrangement. (iv) Internal FRP ladder (for tank height exceeding 1 m). (vi) Aluminium body water level indicator with transparent tube and brass nozzles | 1 | Each Job | 10,59,999 ₹10,59,999 | 10,80,000 ₹10,80,000 | 13,68,000 ₹13,68,000 | 14,50,000 ₹14,50,000 | 16,25,000 ₹16,25,000 | 13,45,000 ₹13,45,000 | 11,52,000 ₹11,52,000 | 10,32,000 ₹10,32,000 | 10,26,000 ₹10,26,000 Lowest |
| 1.01(Item No 01.00 Contd--) (e) Performance requirements: (i) Minimum tensile strength ≥ 90 MPa. (ii) Bending strength ≥ 140 MPa. (iii) Elastic modulus ≥ 11,000 MPa. (iv) Glass content ≥ 33%. (v) Barcol hardness 54–59. (vi) Water quality shall comply with potable water requirements (no odour, turbidity <0.5 NTU, Pb not detectable, phenol nil). (f) Scope shall also include: (i) Supply of all panels, hardware, supports and accessories. (ii) Complete on-site assembly, erection and alignment. (iii) Leak-proof jointing, tightening and sealing. (iv) Hydrostatic testing and commissioning. (v) Installation charges. (vi) Insurance during supply and erection Notes:- (i) Quoted rate shall deemed to be inclusive of Written Warranty for a Minimum period of 5 years against manufacturing defects and for Design life of Minimum 50 years shall be obtained from OEM and submitted to the department before claiming payment in RAR / FB. (ii) The Civil foundation / raft / pedestals / dwarf wall, Plumbing and external piping beyond tank nozzles shall be measured and paid separately under relevant BOQ items. However, The quoted rate is inclusive of Design of RCC foundation based on the SBC values of nearby buildings under construction and submit the design of RCC foundation and detailed drawings duly vetted by the OEM of tank and Andhra University for approval of GE before commencement of work at site. | ||||||||||||
| 1.02(Item No 01.00 Contd--) (iii) The contractor shall, prior to placing any order for procurement, submit the complete design and drawings of the water tank including GA drawings, P&ID, equipment layout, foundation details and all associated equipment, instruments, accessories and interconnections, duly issued by the OEM, in duplicate for approval of the Garrison Engineer through the Engineer-in-Charge. The contractor shall also furnish all technical details, data sheets, catalogues and clarifications as required for scrutiny, evaluation and approval. Manufacture and supply of all materials and equipment shall be carried out strictly as per the approved drawings and specifications. However, such approval shall not relieve the contractor/supplier of his responsibility for ensuring correctness, completeness and compliance of the system in accordance with applicable standards, MES specifications and statutory regulations, and any discrepancy noticed during execution, testing or commissioning shall be rectified by the contractor at his own cost without any extra claim. | ||||||||||||
| 2.00 | M & L for Excavation over area, not exc 1.5m deep for laying foundation etc in soft/loose soil and getting out, complete all specified and directed. | 68.85 | Cum | 390 ₹26,851.5 | 250 ₹17,212.5 Lowest | 300 ₹20,655 | 300 ₹20,655 | 325 ₹22,376.25 | 316 ₹21,756.6 | 333 ₹22,927.05 | 340 ₹23,409 | 339 ₹23,340.15 |
| 3.00 | Returning filling in including spreading, leveling, watering & well ramming in layers n. exc 25cm thick complete all as specified and directed. | 34.78 | Cum | 99 ₹3,443.22 | 120 ₹4,173.6 | 160 ₹5,564.8 | 150 ₹5,217 | 135 ₹4,695.3 | 126 ₹4,382.28 | 144 ₹5,008.32 | 85 ₹2,956.3 | 80 ₹2,782.4 Lowest |
| 4.00 | Removing excavated surplus soil to a distance not exc 50m and depositing where directed at a level n.exc 1.5m above the starting point, complete all as specified and directed. | 56.22 | Cum | 390 ₹21,925.8 | 250 ₹14,055 | 340 ₹19,114.8 | 350 ₹19,677 | 362 ₹20,351.64 | 186 ₹10,456.92 | 180 ₹10,119.6 Lowest | 336 ₹18,889.92 | 330 ₹18,552.6 |
| 5.00 | M&L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface with stone, complete all as specified and directed. | 13.28 | Cum | 2,300 ₹30,544 | 2,200 ₹29,216 | 2,100 ₹27,888 | 2,500 ₹33,200 | 2,450 ₹32,536 | 1,850 ₹24,568 Lowest | 2,250 ₹29,880 | 2,200 ₹29,216 | 2,100 ₹27,888 |
| 6.00 | M&L PCC 1:3:6 type C-2 ( with using 40mm graded stone aggregate) in foundation filling and mass concrete, complete all as specified and directed | 5.93 | Cum | 5,500 ₹32,615 | 5,800 ₹34,394 | 6,500 ₹38,545 | 6,000 ₹35,580 | 7,540 ₹44,712.2 | 4,850 ₹28,760.5 | 6,300 ₹37,359 | 4,700 ₹27,871 | 4,600 ₹27,278 Lowest |
| 7.00 | M&L for TMT bars 10mm dia and over, cut to length bent to shape required, including cluding cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips, complete all as specified and directed. | 2,085 | KG | 100 ₹2,08,500 | 95 ₹1,98,075 | 90 ₹1,87,650 Lowest | 90 ₹1,87,650 Lowest | 101 ₹2,10,585 | 92 ₹1,91,820 | 90 ₹1,87,650 Lowest | 105 ₹2,18,925 | 99 ₹2,06,415 |
| 8.00 | M & L for RCC M-30 (design mix) using 20mm graded stone aggregate, as in foundation including raffs footing, foundation beams, plinth beams for column etc, complete all as specified and directed. | 15.8 | Cum | 9,900 ₹1,56,420 | 9,500 ₹1,50,100 | 8,000 ₹1,26,400 | 8,000 ₹1,26,400 | 8,045 ₹1,27,111 | 7,250 ₹1,14,550 Lowest | 7,920 ₹1,25,136 | 9,700 ₹1,53,260 | 9,600 ₹1,51,680 |
Tender Value
₹21.5 L
EMD Value
₹43,000
Closing Date
16 Apr 2026, 6:00 pmClosed
Garrison Engineer Utility-II Visakhapatnam
Garrison Engineer Utility-II 104 Area Industrial Estate Post Visakhapatnam -530 007
PROVISION OF STORAGE WATER TANK ALONG WITH PUMP HOUSE AT INHS KALYANI UNDER GE (U-II) VISAKHAPATNAM
2026_MES_757977_1
8146(A)
Open Tender
Electrical and Maintenance Works
Item Rate
120 days
Garrison Engineer Utility-II Visakhapatnam
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Garrison Engineer Utility-II
₹43,000
Yes
23 May 2026
27 Mar 2026
17 Apr 2026
27 Mar 2026
16 Apr 2026
11 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Design, supply, erection, testing and commissioning of factory-moulded SMC/GRP sectional panel type potable water storage tank of 36,000 litres (36 KL) nominal capacity, internal dimensions approx. 4.0 m (L) × 3.0 m (B) × 3.0 m (H), conforming to IS 14399 (Part 1 & Part 2):1996, complete in all respects as per specifications below and as directed by Engineer-in-Charge:-
(a) The tank shall be constructed from hot-pressed moulded, UV-stabilised, non-insulated SMC panels manufactured from sheet moulding compound comprising glass fibre reinforcement and selected polyester resin. Panels shall have minimum hydrostatic safety factor of 4.0, suitable for ambient temperature up to 55°C and water temperature up to 65°C, wind velocity 60 m/sec, roof live load 120 kg/m², and seismic zone B2 (PGA 0.25).
(b) Panel configuration shall include: (i) Bottom panels: SMC, 1 m × 1 m, convex type. (ii) Side panels: SMC, 1 m × 1 m and 1 m × 0.5 m. (iii) Roof panels: SMC, 1 m × 1 m, anti-skid textured finish. (iv) Drain panel with special design for complete drainage. (v) Manhole: 1 m × 1 m SMC panel with lockable lid, clear opening 700 mm.
(c) Mechanical and structural accessories shall include: (i) Hot dip galvanised (HDG) steel vertical corner angles. (ii) HDG external side supports and HDG base grillage. (iii) ISI-marked HDG C-channels at 1 m spacing with top external tie rods. (iv) FRP internal roof support members (minimum 5 mm thick hollow square section). (v) HDG high-tensile bolts, nuts and washers (Grade 8.8, M12 × 40 mm). (vi) Non-toxic sealing gasket/tape, 3 mm thick, high ageing resistance (e.g. Norseal or equivalent).
(d) Fittings and appurtenances shall include: (i) Inlet, outlet, overflow and drain connections: 50 NB GI flanges with 9” long threaded nipples (BS-10 / Table-D). (ii) Mosquito-proof air vents (100 mm dia) with insect mesh. (iii) External galvanised ladder with wall fixing arrangement. (iv) Internal FRP ladder (for tank height exceeding 1 m). (vi) Aluminium body water level indicator with transparent tube and brass nozzles | - | Each Job | - | - |
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