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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.0 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹50.4 L+₹4.3 L (9.29%)Rejected-Finance OLD PAHARGAON POLY TECHNIC ROAD DOLLYGUNJ SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹55.4 L+₹9.3 L (20.1%)Rejected-Finance OPP MARICAR HOSPITAL JUNGLIGHAT SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹56.0 L+₹9.9 L (21.5%)Rejected-Finance | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹56.4 L+₹10.3 L (22.4%)Rejected-Finance | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | M/S VISHAL CONSTRUCTION L1 | M/s Harjas Construction & Waterproofing Co L8 | CHANDER SEKER ENTERPRISE L3 | A PALANI L9 | SKV Engineering L10 | LOOK UP ENTERPRISES L2 | Nirman Construction Company L5 | JD Construction L7 | M/s Prem Enterprise L6 | ABR Construction L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.50 m deep and getting out in hard/dense soil complete all as specified and directed. | 216 | Cum | 500 ₹1,08,000 Lowest | 1,027 ₹2,21,832 | 1,000 ₹2,16,000 | 1,040 ₹2,24,640 | 1,150 ₹2,48,400 | 1,000 ₹2,16,000 | 1,010 ₹2,18,160 | 1,024 ₹2,21,184 | 1,020 ₹2,20,320 | 970 ₹2,09,520 |
| 2.00 | Excavating over area exc 1.5 m wide and n exc 3.0 m in depth and getting out in hard/dense soil as in foundation complete all as specified and directed. | 72 | Cum | 600 ₹43,200 Lowest | 1,797 ₹1,29,384 | 1,760 ₹1,26,720 | 1,790 ₹1,28,880 | 1,841 ₹1,32,552 | 1,500 ₹1,08,000 | 1,760 ₹1,26,720 | 1,792 ₹1,29,024 | 1,780 ₹1,28,160 | 1,690 ₹1,21,680 |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shear beam, 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 hard/dense soil complete all as specified and directed. | 12 | Cum | 500 ₹6,000 Lowest | 1,027 ₹12,324 | 1,000 ₹12,000 | 1,040 ₹12,480 | 1,052 ₹12,624 | 940 ₹11,280 | 1,010 ₹12,120 | 1,024 ₹12,288 | 1,020 ₹12,240 | 1,009 ₹12,108 |
| 4.00 | M&L for precast cement concrete block masonary with solid blocks using PCC 1:3:6, type C1(using 20mm graded stone aggregate) exc 10cm in width, set in CM 1:4 all as spcefied and directed. | 20.4 | Cum | 14,500 ₹2,95,800 Lowest | 18,352 ₹3,74,380.8 | 17,930 ₹3,65,772 | 18,530 ₹3,78,012 | 18,500 ₹3,77,400 | 16,000 ₹3,26,400 | 18,010 ₹3,67,404 | 18,299 ₹3,73,299.6 | 18,190 ₹3,71,076 | 18,000 ₹3,67,200 |
| 5.00 | Return filling in Surplus soil, back filling of retaining wall including spreading, levelling, watering and well ramming in layers n.exc. 25cm all as specified. | 135 | cum | 140 ₹18,900 Lowest | 407 ₹54,945 | 400 ₹54,000 | 410 ₹55,350 | 450 ₹60,750 | 240 ₹32,400 | 400 ₹54,000 | 482 ₹65,070 | 400 ₹54,000 | 400 ₹54,000 |
| 6.00 | Removing excavated soil exc 50 m but n.exc 200 m and depositing where directed at level n.exc 1.5 m above the starting point complete all as specified and directed. | 479 | cum | 200 ₹95,800 Lowest | 484 ₹2,31,836 | 470 ₹2,25,130 | 510 ₹2,44,290 | 555 ₹2,65,845 | 400 ₹1,91,600 | 470 ₹2,25,130 | 483 ₹2,31,357 | 480 ₹2,29,920 | 485 ₹2,32,315 |
| 7.00 | M&L for PCC 1:4:8 type D2 using 40 mm graded crushed stone aggregate as in filling, foundation and mass concrete complete all as specified and directed. | 25 | Cum | 9,500 ₹2,37,500 Lowest | 12,587 ₹3,14,675 | 12,300 ₹3,07,500 | 12,850 ₹3,21,250 | 12,891 ₹3,22,275 | 11,000 ₹2,75,000 | 12,350 ₹3,08,750 | 12,550 ₹3,13,750 | 12,480 ₹3,12,000 | 12,450 ₹3,11,250 |
| 8.00 | M&L for Design 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. | 59 | Cum | 13,800 ₹8,14,200 | 14,045 ₹8,28,655 | 13,720 ₹8,09,480 Lowest | 14,180 ₹8,36,620 | 14,385 ₹8,48,715 | 14,000 ₹8,26,000 | 13,780 ₹8,13,020 | 14,100 ₹8,31,900 | 13,920 ₹8,21,280 | 13,800 ₹8,14,200 |
| 9.00 | M&L for Design 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. | 74 | Cum | 14,000 ₹10,36,000 | 14,045 ₹10,39,330 | 13,720 ₹10,15,280 Lowest | 14,180 ₹10,49,320 | 14,385 ₹10,64,490 | 14,000 ₹10,36,000 | 13,780 ₹10,19,720 | 14,100 ₹10,43,400 | 13,920 ₹10,30,080 | 13,800 ₹10,21,200 |
| 10.00 | M&L for form work to sides of concrete foundations, footings, rafts, and raft beams sides and soffit of foundations and plinth beam, shear key and similar work for flat rough finished surface all as specified and directed. | 66 | Sqm | 660 ₹43,560 Lowest | 699 ₹46,134 | 680 ₹44,880 | 800 ₹52,800 | 716 ₹47,256 | 700 ₹46,200 | 690 ₹45,540 | 697 ₹46,002 | 690 ₹45,540 | 750 ₹49,500 |
Tender Value
₹43.3 L
EMD Value
₹87,000
Closing Date
8 Jun 2026, 6:00 pmClosed
GE Haddo Sri Vijaya Puram
GARRISON ENGINEER HADDO MILITARY ENGINEER SERVICES HADDO SRI VIJAYA PURAM 744102
PROVISION OF RETAINING WALL BEHIND NWWA KENDRA AT VIJAY BAUGH UNDER GE HADDO PORT BLAIR
2026_MES_766224_1
8267/E8
Open Tender
Civil Works
Item Rate
180 days
GE Haddo Sri Vijaya Puram
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
Yes
GE Haddo
₹87,000
Yes
7 Aug 2026
18 May 2026
15 Jun 2026
18 May 2026
8 Jun 2026
1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, n exc 1.50 m deep and getting out in hard/dense soil complete all as specified and directed. | 216 | Cum | - | - |
| 2 | Excavating over area exc 1.5 m wide and n exc 3.0 m in depth and getting out in hard/dense soil as in foundation complete all as specified and directed. | 72 | Cum | - | - |
| 3 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shear beam, 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 hard/dense soil complete all as specified and directed. | 12 | Cum | - | - |
| 4 | M&L for precast cement concrete block masonary with solid blocks using PCC 1:3:6, type C1(using 20mm graded stone aggregate) exc 10cm in width, set in CM 1:4 all as spcefied and directed. | 20.4 | Cum | - | - |
| 5 | Return filling in Surplus soil, back filling of retaining wall including spreading, levelling, watering and well ramming in layers n.exc. 25cm all as specified. | 135 | cum | - | - |
| 6 | Removing excavated soil exc 50 m but n.exc 200 m and depositing where directed at level n.exc 1.5 m above the starting point complete all as specified and directed. | 479 | cum | - | - |
| 7 | M&L for PCC 1:4:8 type D2 using 40 mm graded crushed stone aggregate as in filling, foundation and mass concrete complete all as specified and directed. | 25 | Cum | - | - |
| 8 | M&L for Design 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. | 59 | Cum | - | - |
| 9 | M&L for Design 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. | 74 | Cum | - | - |
| 10 | M&L for form work to sides of concrete foundations, footings, rafts, and raft beams sides and soffit of foundations and plinth beam, shear key and similar work for flat rough finished surface all as specified and directed. | 66 | Sqm | - | - |
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