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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹1.5 Cr
EMD Value
₹2.2 L
Closing Date
2 Dec 2026, 6:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
GE (I) DM Visakhapatnam
GE (I) DM Visakhapatnam
REPAIRS TO PROJECTED RCC SLABS AND ARCH FENDERS TO THE DOCK WALLS OF SURYA DOCK AT NAVAL DOCKYARD VISAKHAPATNAM UNDER GE(I) DM VISAKHAPATNAM
2026_MES_797337_1
8706/C/E8
Open Tender
Civil Works
Item Rate
270 days
Naval Dockyard Visakhapatnam
As per tender document
8 documents required · 8 mandatory
₹1,000
GE (I) DM Visakhapatnam
₹2.2 L
Yes
4 Nov 2026
4 Nov 2026
4 Dec 2026
4 Nov 2026
2 Dec 2026
25 Nov 2026
5 Nov 2026 - 23 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of RCC slabs of any description and any size cut the reinforcement as required for faciliatate the demolition at the height upto 15M from the dock floor including necessary scaffoling and rubbigh the Dockyard premises complete all as specified and directed.
Note :- RCC slab demolition will be carried out with out damaging the walls as well as the dock floor. Necessary arrangements will be carried out by the Contractor. | 260 | CuM | - | - |
| 2 | S&F in repairs Rubber arch fender of size 2000mm x 595 / 195mm width at bottom and top respectively x 300 mm depth and fixed vertically on the vertical face of jetty sea face wall with eight numbers M24 SS 316 bolts of length 285mm as directed by Engineer-in-charge. Rubber as per ASTM D-2000-12. The Properties of the rubber used shall be as follows :- Deflection - 51.5%, Reaction force - 25.3 Ton, Energy absorption - 2.95 ton / Mtr with a tolerance of - +10%.
Before aging : Tensile strength not less than 17 mpa , Elongation shall not be less than 350% as per ASTM D 412, Hardness Max 70 + 5º, Shore A as per ASTM D2240 | 384 | RM | - | - |
| 2.01 | After aging at 96 hours at 70 º : The tensile strength not less than 80%, Elongation not less than 80% as per ASTM D 412 hardness +8º shore A as per ASTM 2240, tear strength shall not be less than 70 KN/m, Compression set at 70ºC for 22 hours 25% maximum- as per ASTM D 395, abrasion resistance Maximum 1.5CC as per BS 903 A9 and Ozone resistance - no cracks as per ADSTM D 1171. All the above test reports shall be provided by the manufacturer. Necessary factory inspection during manufacturing process shall be arranged by the bidder.
Note: (i) The item rate shall include the cost of SS M24 bolt, Nuts and chemical for fixing the bolt as recommended and supplied by the manufacturer of rubber fender and including removal of old fenders. (ii) All dimensions given in this schedule precede over drawings attached and drawinngs are provided for reference and placing of fenders only. | - | - | - | - |
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