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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.1 LAccepted-AOC 2ND CROSS DEEN STREET M G ROAD JUNGLIGHAT POST SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹49.1 L Quoted ₹50.0 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹54.9 L+₹5.0 L (9.98%)Rejected-Finance | ₹54.9 L+₹5.0 L (9.98%) | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹55.5 L+₹5.6 L (11.1%)Rejected-Finance | ₹55.5 L+₹5.6 L (11.1%) | L3 | Rejected-Finance Not Lowest |
| 4 | L4₹56.2 L+₹6.2 L (12.5%)Rejected-Finance | ₹56.2 L+₹6.2 L (12.5%) | L4 | Rejected-Finance Not Lowest |
| 5 | L5₹56.8 L+₹6.8 L (13.6%)Rejected-Finance DAIRY FARM JUNCTION VIJAY BAUGH ROAD SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹56.8 L+₹6.8 L (13.6%) | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | M/S VISHAL CONSTRUCTION L6 | Sree Tirumala Enterprises L5 | JD Construction L1 | V KARTHICK L8 | CARTWHEEL CONSTRUCTION L4 | ABR Construction L3 | LOOK UP ENTERPRISES L7 | M/s Prem Enterprise L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n. exc 1.5m wide and exc 1.5m in depth but n. exc 3m depth in hard/dense soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc n. exc 10 Sqm on plan and getting out complete in any type soil all as specified and directed | 27 | Cum | 920 ₹24,840 | 910 ₹24,570 | 800 ₹21,600 Lowest | 960 ₹25,920 | 900 ₹24,300 | 896 ₹24,192 | 935 ₹25,245 | 880 ₹23,760 |
| 2.00 | Returning filling in hard/dense soil including spreading levelling watering and well ramming in layers n. exc 25cm thick complete all as specified and directed | 18.75 | Cum | 288 ₹5,400 | 285 ₹5,343.75 | 250 ₹4,687.5 Lowest | 300 ₹5,625 | 280 ₹5,250 | 280 ₹5,250 | 293 ₹5,493.75 | 275 ₹5,156.25 |
| 3.00 | Removing excavated material (any type of soil) to a distance n. exc 50m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed | 104 | Cum | 518 ₹53,872 | 515 ₹53,560 | 450 ₹46,800 Lowest | 540 ₹56,160 | 500 ₹52,000 | 500 ₹52,000 | 527 ₹54,808 | 495 ₹51,480 |
| 4.00 | M&L Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundations or mass concrete complete all as specified and as directed | 5 | Cum | 10,925 ₹54,625 | 10,800 ₹54,000 | 9,500 ₹47,500 Lowest | 11,400 ₹57,000 | 10,700 ₹53,500 | 10,640 ₹53,200 | 11,115 ₹55,575 | 10,450 ₹52,250 |
| 5.00 | M&L for nominal mix RCC 1:1.5:3 type A1 (using 20mm graded crushed 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 | 13.05 | Cum | 14,950 ₹1,95,097.5 | 14,800 ₹1,93,140 | 13,000 ₹1,69,650 Lowest | 15,600 ₹2,03,580 | 14,690 ₹1,91,704.5 | 14,500 ₹1,89,225 | 15,210 ₹1,98,490.5 | 14,300 ₹1,86,615 |
| 6.00 | M&L for nominal mix RCC 1:1.5:3 type A1 (using 20mm graded stone aggregate) in columns, pillars, piers, posts and struts complete all as specified and directed | 5 | Cum | 16,675 ₹83,375 | 16,500 ₹82,500 | 14,500 ₹72,500 Lowest | 17,400 ₹87,000 | 16,300 ₹81,500 | 16,200 ₹81,000 | 16,965 ₹84,825 | 15,950 ₹79,750 |
| 7.00 | M&L for nominal mix RCC 1:1.5:3 type A1 (using 20mm graded stone aggregate) in beams, cantilevers, bressummers, lintels over 1.5m span all as specified and directed | 4.8 | Cum | 16,675 ₹80,040 | 16,450 ₹78,960 | 14,500 ₹69,600 Lowest | 17,400 ₹83,520 | 16,300 ₹78,240 | 16,200 ₹77,760 | 16,965 ₹81,432 | 15,950 ₹76,560 |
| 8.00 | M&L for nominal mix RCC 1:1.5:3 type A1 (using 20mm graded crushed stone aggregate) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves, chajja/facia and the like complete all as specified and directed | 10.3 | Cum | 16,100 ₹1,65,830 | 16,000 ₹1,64,800 | 14,000 ₹1,44,200 Lowest | 16,800 ₹1,73,040 | 15,800 ₹1,62,740 | 15,600 ₹1,60,680 | 16,380 ₹1,68,714 | 15,400 ₹1,58,620 |
| 9.00 | M&L formwork for rough finished flat surface 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 | 72 | Sqm | 690 ₹49,680 | 685 ₹49,320 | 600 ₹43,200 Lowest | 720 ₹51,840 | 670 ₹48,240 | 670 ₹48,240 | 700 ₹50,400 | 660 ₹47,520 |
| 10.00 | M&L formwork for rough finished surface of square, rectangular or triangular surface to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed | 64 | Sqm | 805 ₹51,520 | 800 ₹51,200 | 700 ₹44,800 Lowest | 840 ₹53,760 | 790 ₹50,560 | 780 ₹49,920 | 810 ₹51,840 | 770 ₹49,280 |
Tender Value
₹47.9 L
EMD Value
₹95,800
Closing Date
29 Jun 2026, 12:00 pmClosed
GE Haddo Sri Vijaya Puram
GARRISON ENGINEER HADDO MILITARY ENGINEER SERVICES HADDO SRI VIJAYA PURAM 744102
PROVN OF LADIES TOILET AND PATHWAY NEAR BLDG NO P 34 AT NDV AND OTHER SANCTIONED WORKS UNDER GE HADDO SRI VIJAYA PURAM
2026_MES_770446_1
8265/E8
Open Tender
Civil Works
Item Rate
180 days
GE Haddo Sri Vijaya Puram
As per NIT
9 documents required · 9 mandatory
₹500
GE Haddo
₹95,800
Yes
28 Aug 2026
8 Jun 2026
30 Jun 2026
8 Jun 2026
29 Jun 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n. exc 1.5m wide and exc 1.5m in depth but n. exc 3m depth in hard/dense soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc n. exc 10 Sqm on plan and getting out complete in any type soil all as specified and directed | 27 | Cum | - | - |
| 2 | Returning filling in hard/dense soil including spreading levelling watering and well ramming in layers n. exc 25cm thick complete all as specified and directed | 18.75 | Cum | - | - |
| 3 | Removing excavated material (any type of soil) to a distance n. exc 50m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed | 104 | Cum | - | - |
| 4 | M&L Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundations or mass concrete complete all as specified and as directed | 5 | Cum | - | - |
| 5 | M&L for nominal mix RCC 1:1.5:3 type A1 (using 20mm graded crushed 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 | 13.05 | Cum | - | - |
| 6 | M&L for nominal mix RCC 1:1.5:3 type A1 (using 20mm graded stone aggregate) in columns, pillars, piers, posts and struts complete all as specified and directed | 5 | Cum | - | - |
| 7 | M&L for nominal mix RCC 1:1.5:3 type A1 (using 20mm graded stone aggregate) in beams, cantilevers, bressummers, lintels over 1.5m span all as specified and directed | 4.8 | Cum | - | - |
| 8 | M&L for nominal mix RCC 1:1.5:3 type A1 (using 20mm graded crushed stone aggregate) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves, chajja/facia and the like complete all as specified and directed | 10.3 | Cum | - | - |
| 9 | M&L formwork for rough finished flat surface 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 | 72 | Sqm | - | - |
| 10 | M&L formwork for rough finished surface of square, rectangular or triangular surface to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed | 64 | Sqm | - | - |
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