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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.7 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹50.5 L+₹1.5 L (3.00%)Rejected-Finance 01 AALAM E NOOR UI MASJID OLD PAHAR GAON DOLLYGUNJ POLYTECHNIC ROAD SOUTH ANDAMAN ANDAMAN NICOBAR 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹50.9 L+₹1.9 L (3.88%)Rejected-Finance | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹51.7 L+₹2.7 L (5.53%)Rejected-Finance NEAR OLD CCS JUNGLIGHAT SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹52.2 L+₹3.2 L (6.63%)Rejected-Finance 2ND CROSS DEEN STREET M G ROAD JUNGLIGHAT POST SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744103 | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | M/S VISHAL CONSTRUCTION L1 | JD Construction L5 | M/s K Moorthi L8 | M/s Prem Enterprise L3 | CARTWHEEL CONSTRUCTION L6 | LOOK UP ENTERPRISES L2 | SKV Engineering L4 | ABR Construction L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n. exc 1.5m wide and n. exc 1.5m in 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 all as specified and directed | 26 | Cum | 698 ₹18,148 Lowest | 728 ₹18,928 | 752 ₹19,552 | 710 ₹18,460 | 800 ₹20,800 | 710 ₹18,460 | 700 ₹18,200 | 750 ₹19,500 |
| 2.00 | M&L for 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 | 10.5 | Cum | 178 ₹1,869 Lowest | 187 ₹1,963.5 | 193 ₹2,026.5 | 183 ₹1,921.5 | 190 ₹1,995 | 181 ₹1,900.5 | 180 ₹1,890 | 191 ₹2,005.5 |
| 3.00 | M&L for 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 | 15.5 | Cum | 389 ₹6,029.5 Lowest | 416 ₹6,448 | 430 ₹6,665 | 406 ₹6,293 | 420 ₹6,510 | 415 ₹6,432.5 | 412 ₹6,386 | 424 ₹6,572 |
| 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 | 2.9 | Cum | 8,900 ₹25,810 Lowest | 9,365 ₹27,158.5 | 9,671 ₹28,045.9 | 9,131 ₹26,479.9 | 9,200 ₹26,680 | 9,200 ₹26,680 | 9,275 ₹26,897.5 | 9,544 ₹27,677.6 |
| 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 | 15 | Cum | 13,000 ₹1,95,000 Lowest | 14,568 ₹2,18,520 | 15,044 ₹2,25,660 | 14,204 ₹2,13,060 | 14,500 ₹2,17,500 | 13,900 ₹2,08,500 | 14,428 ₹2,16,420 | 14,846 ₹2,22,690 |
| 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 | 6.5 | Cum | 13,000 ₹84,500 Lowest | 14,568 ₹94,692 | 15,044 ₹97,786 | 14,204 ₹92,326 | 14,600 ₹94,900 | 13,900 ₹90,350 | 14,428 ₹93,782 | 14,846 ₹96,499 |
| 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 | 7.4 | Cum | 13,000 ₹96,200 Lowest | 14,568 ₹1,07,803.2 | 15,044 ₹1,11,325.6 | 14,204 ₹1,05,109.6 | 14,800 ₹1,09,520 | 13,900 ₹1,02,860 | 14,428 ₹1,06,767.2 | 14,846 ₹1,09,860.4 |
| 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 | 7.2 | Cum | 13,000 ₹93,600 Lowest | 14,568 ₹1,04,889.6 | 15,044 ₹1,08,316.8 | 14,204 ₹1,02,268.8 | 14,700 ₹1,05,840 | 13,900 ₹1,00,080 | 14,428 ₹1,03,881.6 | 14,846 ₹1,06,891.2 |
| 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 | 77 | Sqm | 550 ₹42,350 Lowest | 624 ₹48,048 | 645 ₹49,665 | 609 ₹46,893 | 650 ₹50,050 | 620 ₹47,740 | 600 ₹46,200 | 675 ₹51,975 |
| 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 | 41 | Sqm | 600 ₹24,600 Lowest | 624 ₹25,584 | 645 ₹26,445 | 609 ₹24,969 | 650 ₹26,650 | 610 ₹25,010 | 600 ₹24,600 Lowest | 675 ₹27,675 |
Tender Value
₹48.3 L
EMD Value
₹96,600
Closing Date
29 Jun 2026, 9:00 amClosed
GE Haddo Sri Vijaya Puram
GARRISON ENGINEER HADDO MILITARY ENGINEER SERVICES HADDO SRI VIJAYA PURAM 744102
ADDN ALTN TO CAFETERIA OF SAINIK INSTITUTE PROVN OF COVERED RAIN SHELTER NEAR SAINIK INSTITUTE AND PROVN OF GUARD REST ROOM ALONGWITH ALLIED SERVICES NEAR BLDG NO T 184 UNDER GE HADDO SRI VIJAYA PURAM
2026_MES_770326_1
8271/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
₹96,600
Yes
30 Sept 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 n. exc 1.5m in 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 all as specified and directed | 26 | Cum | - | - |
| 2 | M&L for 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 | 10.5 | Cum | - | - |
| 3 | M&L for 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 | 15.5 | 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 | 2.9 | 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 | 15 | 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 | 6.5 | 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 | 7.4 | 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 | 7.2 | 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 | 77 | 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 | 41 | Sqm | - | - |
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