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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.4 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹44.7 L+₹1.3 L (2.89%)Rejected-Finance | L2 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | CHANDRASEKRAN ENTERPRISES L2 | THIRUMURUGAN ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00GENERAL SUMMARY Note:- Schedule'A' Part-I is prepriced by MES under Ser No. 2.00 . Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only | |||||
| 2.00 | Lumpsum price worked out by the contractor for "BUILDINGS / STRUCTURES" as listed in Schedule 'A' Part-I, on serial page No.20 | 1 | Lumpsum | 12,00,000 ₹12,00,000 | 11,40,000 ₹11,40,000 Lowest |
| 3.00SCHEDULE 'A' PART-II (TRAINING SHED B/R and E/M items to be quoted by Contractor) | |||||
| 4.00 | Excavating over areas, n exc 1.5 m deep and getting out in Hard/dense soil complete all as specified and directed. | 51.84 | Cum | 350 ₹18,144 | 300 ₹15,552 Lowest |
| 5.00 | Excavating over areas, exc 1.5 m deep and getting out in Hard/dense soil complete all as specified and directed. | 10.37 | Cum | 450 ₹4,665.6 | 400 ₹4,147.2 Lowest |
| 6.00 | Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m depth for foundation, etc., and getting out in soft/ loose soil complete all as specified and directed. | 13.7 | Cum | 390 ₹5,343.97 | 250 ₹3,425.62 Lowest |
| 7.00 | Excavation in trenches, exc 1.5m wide and n exc 1.5m in depth; for foundation, etc and n exc 10 sqm on plan and n exc 1.5m in depth and getting out in Hard/dense soil complete all as specified and directed. | 1.73 | Cum | 900 ₹1,555.2 | 800 ₹1,382.4 Lowest |
| 8.00 | M&L Plain cement concrete type D-2 (1:4:8), 40 mm graded aggregate in foundations, filling and mass concrete complete all as specified and directed. | 4.71 | Cum | 6,000 ₹28,269 | 5,900 ₹27,797.85 Lowest |
| 9.00 | M&L for mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed. | 1,707.16 | Kg. | 90 ₹1,53,644.31 Lowest | 100 ₹1,70,715.9 |
| 10.00 | All as per item No 6 above but for 6 to 8 mm dia | 298.11 | Kg. | 95 ₹28,320.87 Lowest | 105 ₹31,302.01 |
Tender Value
₹39.5 L
EMD Value
₹79,000
Closing Date
16 May 2026, 6:00 pmClosed
GE Tirunelveli
Garrison Engineer Naval Post Base Vijayanarayanam Tirunelveli -627119
PROVISION OF HELIPAD CONTROL ROOM AT INS KATTABOMMAN UNDER GE TIRUNELVELI
2026_MES_760044_1
GE/TVL/8613/E8 of 2026-27
Open Tender
Civil Works
Lump-sum
180 days
Vijayanarayanam
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
GE Tirunelveli
₹79,000
Yes
13 Jul 2026
11 Apr 2026
18 May 2026
11 Apr 2026
16 May 2026
9 May 2026
13 Apr 2026 - 30 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | GENERAL SUMMARY
Note:- Schedule'A' Part-I is prepriced by MES under Ser No. 2.00 . Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only | - | - | - | - |
| - | Lumpsum price worked out by the contractor for "BUILDINGS / STRUCTURES" as listed in Schedule 'A' Part-I, on serial page No.20 | - | Lumpsum | - | - |
| - | SCHEDULE 'A' PART-II (TRAINING SHED B/R and E/M items to be quoted by Contractor) | - | - | - | - |
| - | Excavating over areas, n exc 1.5 m deep and getting out in Hard/dense soil complete all as specified and directed. | - | Cum | - | - |
| - | Excavating over areas, exc 1.5 m deep and getting out in Hard/dense soil complete all as specified and directed. | - | Cum | - | - |
| - | Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m depth for foundation, etc., and getting out in soft/ loose soil complete all as specified and directed. | - | Cum | - | - |
| - | Excavation in trenches, exc 1.5m wide and n exc 1.5m in depth; for foundation, etc and n exc 10 sqm on plan and n exc 1.5m in depth and getting out in Hard/dense soil complete all as specified and directed. | - | Cum | - | - |
| - | M&L Plain cement concrete type D-2 (1:4:8), 40 mm graded aggregate in foundations, filling and mass concrete complete all as specified and directed. | - | Cum | - | - |
| - | M&L for mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed. | - | Kg. | - | - |
| - | All as per item No 6 above but for 6 to 8 mm dia | - | Kg. | - | - |
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