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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.0 LAccepted-Finance | ₹50.0 L | L1 | Accepted-Finance Being L1 |
| 2 | L2₹51.0 LRejected-Finance | ₹51.0 L | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹54.8 LRejected-Finance NEAR BSNL RESIDENTIAL COMPLEX GURUDWARA LANE PORT BLAIR 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹54.8 L | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹56.1 LRejected-Finance | ₹56.1 L | L4 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | S V S Construction Co L1 | M/s B S Engineering L4 | M/s VMK Construction L2 | M/S R R ENTERPRISES L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n exc 1.5m wide and n.exc 1.5m in depth; n.exc. 10 Sqm in plan for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed. | 145 | Cum | 350 ₹50,750 | 360 ₹52,200 | 300 ₹43,500 | 400 ₹58,000 |
| 2.00 | 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 as directed. | 15 | Cum | 9,500 ₹1.4 L | 9,600 ₹1.4 L | 10,500 ₹1.6 L | 11,500 ₹1.7 L |
| 3.00 | Excavating in trenches, not exc 1.5 m wide and exc 1.5m and n.exc. 3m deep; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in soft loose soil. Complete all as specified. | 20 | Cum | 465 ₹9,300 | 480 ₹9,600 | 280 ₹5,600 | 400 ₹8,000 |
| 4.00 | 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 concretecomplete all as specified and directed. | 30 | Cum | 13,500 ₹4.0 L | 13,500 ₹4.0 L | 15,000 ₹4.5 L | 14,500 ₹4.3 L |
| 5.00 | 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 | 48 | Cum | 13,900 ₹6.7 L | 13,940 ₹6.7 L | 15,000 ₹7.2 L | 14,500 ₹7.0 L |
| 6.00 | 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 as directed. | 35 | Sqm | 350 ₹12,250 | 352 ₹12,320 | 350 ₹12,250 | 500 ₹17,500 |
| 7.00 | 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 as directed. | 350 | Sqm | 550 ₹1.9 L | 555 ₹1.9 L | 650 ₹2.3 L | 500 ₹1.8 L |
| 8.00 | 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 | 5,800 | Kg | 130 ₹7.5 L | 135 ₹7.8 L | 125 ₹7.3 L | 150 ₹8.7 L |
| 9.00 | -Ditto - all as per item No 8 here-in-before but 6mm to 10mm dia as in stirrups etc. | 200 | Kg | 130 ₹26,000 | 135 ₹27,000 | 125 ₹25,000 | 150 ₹30,000 |
| 10.00 | M&L for 110 mm bore PVC pipes as in weep holes complete all as directed. | 30 | Rm | 350 ₹10,500 | 355 ₹10,650 | 750 ₹22,500 | 650 ₹19,500 |
Updated dates
Tender Value
₹46 L
EMD Value
₹92,000
Closing Date
23 Apr 2026, 6:00 pmClosed
GE, Minniebay, Sri Vijaya Puram
GE, Minniebay, Junglighat (PO), Sri Vijaya Puram -744103
PROVISION OF WEATHER PROOF SHED TO SAFE GUARD 03 CONTAINERS AT NCN SDC NTS TEYLERABAD AND CONSTRUCTION OF RETAINING WALL BEHIND MT SHED AT MARCOS (SVP) UNDER GE MINNIEBAY, SRI VIJAYA PURAM
2026_MES_752354_2
8710/E8
Open Tender
Civil Works
180 days
GE, Minniebay, Sri Vijaya Puram
Please refer Tender documents.
13 documents required · 13 mandatory
₹500
Yes
GE, Minniebay
₹92,000
Yes
15 Jun 2026
2 Apr 2026
25 Apr 2026
2 Apr 2026
23 Apr 2026
9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n exc 1.5m wide and n.exc 1.5m in depth; n.exc. 10 Sqm in plan for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed. | - | Cum | - | - |
| 2 | 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 as directed. | - | Cum | - | - |
| 3 | Excavating in trenches, not exc 1.5 m wide and exc 1.5m and n.exc. 3m deep; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in soft loose soil. Complete all as specified. | - | Cum | - | - |
| 4 | 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 concretecomplete all as specified and directed. | - | Cum | - | - |
| 5 | 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 | - | Cum | - | - |
| 6 | 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 as directed. | - | Sqm | - | - |
| 7 | 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 as directed. | - | Sqm | - | - |
| 8 | 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 | - | Kg | - | - |
| 9 | -Ditto - all as per item No 8 here-in-before but 6mm to 10mm dia as in stirrups etc. | - | Kg | - | - |
| 10 | M&L for 110 mm bore PVC pipes as in weep holes complete all as directed. | - | Rm | - | - |
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