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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹29.2 L+₹1.2 L (4.15%)Admitted-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | NTR | ANDHRA PRADESH | 520001 | L2 | Admitted-Finance | |
| 3 | L3₹31.1 L+₹3.1 L (11.2%)Admitted-Finance 66 6 410 1 MULAGANDA HOUSING COLONY GAJUWAKA DEPOT VISAKHAPATNAM 530026 | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | L3 | Admitted-Finance | |
| 4 | L4₹32.0 L+₹4.0 L (14.4%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹34.7 L+₹6.7 L (24.0%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | HARSHA ENTERPRISES L8 | N V S S K N SIVA PRASAD L5 | SINGH BUILDERS L7 | GVR CONSTRUCTIONS L3 | sai ganesh enterprises L2 | SRI SIMHADRI COMPANY L4 | Sri Vayuputra Constructions L6 | SREE VENKATA KAUSHIK CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of reinforced cement concrete Concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. | 24 | CuM | 500 ₹12,000 | 420 ₹10,080 | 444 ₹10,656 | 475 ₹11,400 | 1,000 ₹24,000 | 279 ₹6,696 Lowest | 400 ₹9,600 | 504 ₹12,096 |
| 2.00 | Supply and fixing for providing precast cement concrete louvres and jallies, 50 mm thick (measured solid) type B0 (1:2:4 using 12.5mm stone aggregate) set in cement mortar 1:4, including all mould- ings but excluding frame (Pre cast frame shall be measured separately) complete all as specified and directed. | 200 | SqM | 1,000 ₹2,00,000 | 990 ₹1,98,000 | 555 ₹1,11,000 | 525 ₹1,05,000 | 550 ₹1,10,000 | 1,899 ₹3,79,800 | 600 ₹1,20,000 | 450 ₹90,000 Lowest |
| 3.00 | M&L for reinforced cement concrete (nominal mix) Type B1 1:2:4 using 20mm sotne aggregates as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 5 | CuM | 6,500 ₹32,500 | 6,200 ₹31,000 | 4,845 ₹24,225 | 5,400 ₹27,000 | 6,000 ₹30,000 | 4,500 ₹22,500 Lowest | 6,000 ₹30,000 | 4,500 ₹22,500 Lowest |
| 4.00 | M&L for reinforced cement concrete (nominal mix) Type B1 1:2:4 using 20mm sotne aggregates as columns, pillars, piers, posts and struts complete all as specified and directed. | 4 | CuM | 6,000 ₹24,000 | 6,200 ₹24,800 | 5,999 ₹23,996 | 5,300 ₹21,200 | 6,000 ₹24,000 | 4,500 ₹18,000 Lowest | 6,200 ₹24,800 | 4,500 ₹18,000 Lowest |
| 5.00 | M&L for reinforced cement concrete (nominal mix) Type B1 1:2:4 using 20mm sotne aggregates as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 5 | CuM | 6,000 ₹30,000 | 6,200 ₹31,000 | 5,444 ₹27,220 | 5,250 ₹26,250 | 6,000 ₹30,000 | 4,500 ₹22,500 Lowest | 6,000 ₹30,000 | 4,500 ₹22,500 Lowest |
| 6.00 | Form work for flat rough finish surface of concrete(square or rectangular or polygonal) for sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed. | 50 | SqM | 500 ₹25,000 | 420 ₹21,000 | 299 ₹14,950 | 310 ₹15,500 | 400 ₹20,000 | 125 ₹6,250 Lowest | 380 ₹19,000 | 306 ₹15,300 |
| 7.00 | Formwork to rough finished surfaces of concrete (flat) sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc., all as specified and directed. | 50 | SqM | 500 ₹25,000 | 420 ₹21,000 | 299 ₹14,950 | 300 ₹15,000 | 400 ₹20,000 | 128 ₹6,400 Lowest | 375 ₹18,750 | 306 ₹15,300 |
| 8.00 | Form work for flat rough finish surface of concrete(square or rectangular or polygonal) forFormwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed. | 50 | SqM | 500 ₹25,000 | 420 ₹21,000 | 399 ₹19,950 | 300 ₹15,000 | 400 ₹20,000 | 135 ₹6,750 Lowest | 340 ₹17,000 | 306 ₹15,300 |
| 9.00 | M&L for Mild Steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. | 1,200 | Kg | 85 ₹1,02,000 | 90 ₹1,08,000 | 91 ₹1,09,200 | 92 ₹1,10,400 | 95 ₹1,14,000 | 88 ₹1,05,600 | 97 ₹1,16,400 | 72 ₹86,400 Lowest |
| 10.00 | All as per item No. 9.00 above, but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders | 200 | Kg | 90 ₹18,000 | 90 ₹18,000 | 88 ₹17,600 | 93 ₹18,600 | 95 ₹19,000 | 120 ₹24,000 | 96 ₹19,200 | 72 ₹14,400 Lowest |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
30 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE (I) DM Visakhapatnam
GE (I) DM Visakhapatnam
REPAIR REPLACEMENT OF FENCING JALLY WALLS SECURITY WALLS AND MISC WORKS ETC AT AREA E AND DAS AT NAVAL DOCKYARD VISAKHAPATNAM UNDER GE(I) DM VISAKHAPATNAM
2026_MES_788563_1
8647/C/E8
Open Tender
Civil Works
Item Rate
270 days
Naval Dockyard Visakhapatnam
As per tender document
8 documents required · 8 mandatory
₹500
GE (I) DM Visakhapatnam
₹98,000
Yes
14 Oct 2026
9 Sept 2026
2 Oct 2026
9 Sept 2026
30 Sept 2026
23 Sept 2026
10 Sept 2026 - 21 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of reinforced cement concrete Concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. | 24 | CuM | - | - |
| 2 | Supply and fixing for providing precast cement concrete louvres and jallies, 50 mm thick (measured solid) type B0 (1:2:4 using 12.5mm stone aggregate) set in cement mortar 1:4, including all mould- ings but excluding frame (Pre cast frame shall be measured separately) complete all as specified and directed. | 200 | SqM | - | - |
| 3 | M&L for reinforced cement concrete (nominal mix) Type B1 1:2:4 using 20mm sotne aggregates as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 5 | CuM | - | - |
| 4 | M&L for reinforced cement concrete (nominal mix) Type B1 1:2:4 using 20mm sotne aggregates as columns, pillars, piers, posts and struts complete all as specified and directed. | 4 | CuM | - | - |
| 5 | M&L for reinforced cement concrete (nominal mix) Type B1 1:2:4 using 20mm sotne aggregates as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 5 | CuM | - | - |
| 6 | Form work for flat rough finish surface of concrete(square or rectangular or polygonal) for sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed. | 50 | SqM | - | - |
| 7 | Formwork to rough finished surfaces of concrete (flat) sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc., all as specified and directed. | 50 | SqM | - | - |
| 8 | Form work for flat rough finish surface of concrete(square or rectangular or polygonal) forFormwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed. | 50 | SqM | - | - |
| 9 | M&L for Mild Steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. | 1,200 | Kg | - | - |
| 10 | All as per item No. 9.00 above, but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders | 200 | Kg | - | - |
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