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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.1 LAccepted-AOC | L1 | Accepted-AOC Accept | |
| 2 | L2₹49.7 L+₹2.6 L (5.43%)Rejected-Finance | L2 | Rejected-Finance Not being L1 | |
| 3 | L3₹51.1 L+₹4.0 L (8.40%)Rejected-Finance | L3 | Rejected-Finance Not being L1 | |
| 4 | L4₹51.7 L+₹4.5 L (9.63%)Rejected-Finance | L4 | Rejected-Finance Not being L1 | |
| 5 | L5₹52.0 L+₹4.8 L (10.2%)Rejected-Finance SHOP NO 2 A PALANI CONTRACTOR BAMBOOFLAT NEAR SBI BAMBOOFLAT SOUTH ANDAMAN ANDAMAN NICOBAR 744107 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744107 | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | V M YOUSUF L6 | AR CONSTRUCTIONS L4 | A PALANI L5 | N H CONSTRUCTION L3 | M/s VMK Construction L1 | M/S AMK CONSTRUCTIONS L7 | NAWAZ CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas n exc 1.5 m in depth; for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed. | 165 | Cum | 275 ₹45,375 | 220 ₹36,300 | 200 ₹33,000 Lowest | 280 ₹46,200 | 250 ₹41,250 | 300 ₹49,500 | 250 ₹41,250 |
| 2.00 | Excavation over areas exc 1.5 m in depth but n.exc 3.00 depth for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed. | 18 | Cum | 280 ₹5,040 | 220 ₹3,960 | 200 ₹3,600 Lowest | 260 ₹4,680 | 300 ₹5,400 | 300 ₹5,400 | 250 ₹4,500 |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft loose soil. Complete all as specified. | 66.44 | Cum | 280 ₹18,603.2 | 220 ₹14,616.8 | 200 ₹13,288 Lowest | 260 ₹17,274.4 | 300 ₹19,932 | 300 ₹19,932 | 250 ₹16,610 |
| 4.00 | M & L for PCC 1:4:8 with type D2 using 40 mm graded crushed stone aggregate as in filling, foundation and mass concrete complete all as specified and directed. | 23.5 | Cum | 9,700 ₹2,27,950 | 10,500 ₹2,46,750 | 11,000 ₹2,58,500 | 10,000 ₹2,35,000 | 9,800 ₹2,30,300 | 10,000 ₹2,35,000 | 9,500 ₹2,23,250 Lowest |
| 5.00 | M&L for Nominal mix RCC M-30 (using 20mm graded stone aggregate) 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 | 66 | Cum | 15,500 ₹10,23,000 | 16,000 ₹10,56,000 | 16,000 ₹10,56,000 | 15,000 ₹9,90,000 | 14,500 ₹9,57,000 Lowest | 16,000 ₹10,56,000 | 15,000 ₹9,90,000 |
| 6.00 | M&L for Nominal mix RCC M-30 (using 20mm graded stone aggregate) in Walls, retaining walls,basement walls, ballast walls and the like; anythickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed | 69 | Cum | 15,500 ₹10,69,500 | 16,000 ₹11,04,000 | 16,500 ₹11,38,500 | 15,000 ₹10,35,000 | 14,600 ₹10,07,400 Lowest | 16,000 ₹11,04,000 | 15,000 ₹10,35,000 |
| 7.00 | M&L for use and waste form work to sides of concrete foundations, footings, rafts, and raft beams sides and soffit of foundations and plinth beam and similar work for flat rough finished surface complete all as specified and directed. | 34 | Sqm | 350 ₹11,900 | 250 ₹8,500 Lowest | 280 ₹9,520 | 350 ₹11,900 | 300 ₹10,200 | 400 ₹13,600 | 300 ₹10,200 |
| 8.00 | M&L for use and waste form work to faces of walls retaining walls, abutments, parapets and like for flat rough finishesd surface complete all as specified and directed. | 345 | Sqm | 650 ₹2,24,250 | 650 ₹2,24,250 | 670 ₹2,31,150 | 650 ₹2,24,250 | 550 ₹1,89,750 Lowest | 700 ₹2,41,500 | 600 ₹2,07,000 |
| 9.00 | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking 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 | 6,000 | Kg | 150 ₹9,00,000 | 135 ₹8,10,000 Lowest | 140 ₹8,40,000 | 138 ₹8,28,000 | 135 ₹8,10,000 Lowest | 200 ₹12,00,000 | 135 ₹8,10,000 Lowest |
| 10.00 | M&L for 110 mm bore PVC pipes as in weep holes complete all as specified. | 70 | Rm | 800 ₹56,000 | 700 ₹49,000 | 780 ₹54,600 | 750 ₹52,500 | 550 ₹38,500 Lowest | 900 ₹63,000 | 750 ₹52,500 |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
17 Apr 2026, 6:00 pmClosed
GE, Minniebay, Sri Vijaya Puram
GE, Minniebay, Junglighat (PO), Sri Vijaya Puram -744103
8737/E8- SITE PREPARATION FOR CONTAINERISED SMALL ARMS FIRING RANGE AT MARCOS (SVP) UNDER GE MINNIE BAY, SRI VIJAYA PURAM
2026_MES_757979_1
8737/E8
Open Tender
Civil Works
Item Rate
180 days
GE, Minniebay, Sri Vijaya Puram
Please refer Tender documents.
13 documents required · 13 mandatory
₹500
Yes
GE, Minniebay
₹86,000
Yes
18 Jul 2026
27 Mar 2026
18 Apr 2026
27 Mar 2026
17 Apr 2026
10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation over areas n exc 1.5 m in depth; for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed. | |||||
| 2Excavation over areas exc 1.5 m in depth but n.exc 3.00 depth for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed. | |||||
| 3Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft loose soil. Complete all as specified. | |||||
| 4M & L for PCC 1:4:8 with type D2 using 40 mm graded crushed stone aggregate as in filling, foundation and mass concrete complete all as specified and directed. | |||||
| 5M&L for Nominal mix RCC M-30 (using 20mm graded stone aggregate) 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 | |||||
| 6M&L for Nominal mix RCC M-30 (using 20mm graded stone aggregate) in Walls, retaining walls,basement walls, ballast walls and the like; anythickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed | |||||
| 7M&L for use and waste form work to sides of concrete foundations, footings, rafts, and raft beams sides and soffit of foundations and plinth beam and similar work for flat rough finished surface complete all as specified and directed. | |||||
| 8M&L for use and waste form work to faces of walls retaining walls, abutments, parapets and like for flat rough finishesd surface complete all as specified and directed. | |||||
| 9M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking 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 | |||||
| 10M&L for 110 mm bore PVC pipes as in weep holes complete all as specified. | |||||
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