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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.2 LAccepted-AOC NEAR SATSANG GARACHARMA BASTI GARACHARMA PORT BLAIR 744 105 | PORT BLAIR | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744105 | L1 | Accepted-AOC Accept | |
| 2 | L2₹49.3 L+₹2.1 L (4.48%)Rejected-Finance NEAR PLAYGROUND BIRDLINE CALICUT POST PORT BLAIR 744105 | PORT BLAIR | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744105 | L2 | Rejected-Finance Not being L1 | |
| 3 | L3₹50.2 L+₹3.0 L (6.36%)Rejected-Finance | L3 | Rejected-Finance Not being L1 | |
| 4 | L4₹51.4 L+₹4.2 L (8.86%)Rejected-Finance OPP CCS GARACHARMA PORT BLAIR 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | L4 | Rejected-Finance Not being L1 | |
| 5 | L5₹51.6 L+₹4.4 L (9.32%)Rejected-Finance | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | JD Construction L7 | Nirman Construction Company L5 | DEEPAK AGENCIES L4 | M/s Sriya Enterprises L1 | M/s K Moorthi L6 | Balaji Construction And Traders L3 | SKV Engineering L8 | PALANI ENTERPRISES L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Rough Excavation over areas n.exc. 1.5M deep and getting out as in loose/soft soil all as specified and directed. | 660.5 | Cum | 340 ₹2,24,570 | 324 ₹2,14,002 | 345 ₹2,27,872.5 | 300 ₹1,98,150 Lowest | 330 ₹2,17,965 | 320 ₹2,11,360 | 345 ₹2,27,872.5 | 300 ₹1,98,150 Lowest |
| 2.00 | Excavation over areas n.exc. 1.5M deep and getting out as in loose/soft soil all as specified and directed. | 183.75 | Cum | 450 ₹82,687.5 | 432 ₹79,380 | 400 ₹73,500 Lowest | 400 ₹73,500 Lowest | 450 ₹82,687.5 | 420 ₹77,175 | 475 ₹87,281.25 | 480 ₹88,200 |
| 3.00 | M&L Cement concrete Type C2 1:3:6 (40mm graded aggregate) in foundations, filling and mass concrete all as specified and directed. | 21.88 | Cum | 12,890 ₹2,82,033.2 | 12,425 ₹2,71,859 | 12,300 ₹2,69,124 | 11,500 ₹2,51,620 Lowest | 12,450 ₹2,72,406 | 12,160 ₹2,66,060.8 | 13,200 ₹2,88,816 | 12,000 ₹2,62,560 |
| 4.00 | M&L RCC M-30 grade (Nominal Mix) using 20mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases for coloumns, etc basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 48 | Cum | 17,380 ₹8,34,240 | 17,500 ₹8,40,000 | 16,500 ₹7,92,000 | 15,500 ₹7,44,000 Lowest | 17,000 ₹8,16,000 | 16,400 ₹7,87,200 | 17,800 ₹8,54,400 | 16,000 ₹7,68,000 |
| 5.00 | M&L RCC M-30 grade (Nominal Mix) using 20mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness, above top of footing including attached pilasters and buttresses complete all as specified and directed. | 50 | Cum | 19,000 ₹9,50,000 | 18,500 ₹9,25,000 | 19,500 ₹9,75,000 | 17,000 ₹8,50,000 Lowest | 18,650 ₹9,32,500 | 17,980 ₹8,99,000 | 19,200 ₹9,60,000 | 17,700 ₹8,85,000 |
| 6.00 | M&L for use and removal of steel form work to sides of concrete foundations, footings, rafts and raft beams sides and soffits of foundation and plinth beams and similar work for flat surface complete all as specified and directed. | 37.24 | Sqm | 670 ₹24,950.8 | 648 ₹24,131.52 | 642 ₹23,908.08 | 600 ₹22,344 Lowest | 660 ₹24,578.4 | 630 ₹23,461.2 | 689 ₹25,658.36 | 625 ₹23,275 |
| 7.00 | M&L for use and removal of steel form work to faces of walls retaining walls, abutments, parapets and like for flat rough finished surface complete all as specified and directed. | 162 | Sqm | 1,030 ₹1,66,860 | 994 ₹1,61,028 | 984 ₹1,59,408 | 920 ₹1,49,040 Lowest | 1,010 ₹1,63,620 | 970 ₹1,57,140 | 1,057 ₹1,71,234 | 958 ₹1,55,196 |
| 8.00 | M&L for use and removal of steel form work to faces of walls retaining walls, abutments, parapets and like for flat fair finished surface complete all as specified and directed. | 95 | Sqm | 670 ₹63,650 | 648 ₹61,560 | 642 ₹60,990 | 600 ₹57,000 Lowest | 660 ₹62,700 | 630 ₹59,850 | 689 ₹65,455 | 625 ₹59,375 |
| 9.00 | M&L for TMT bars 10mm dia and over cut to length, bent to shape required incl cranking, bending, spirally for hooping for columns, hooking end and binding with and incl mild steel wire not less than 0.9mm dia or securing with clip quality confirming to deformed or twisted bars all complete all as specified and directed. | 4,500 | Kg | 160 ₹7,20,000 | 151 ₹6,79,500 | 150 ₹6,75,000 | 140 ₹6,30,000 Lowest | 150 ₹6,75,000 | 150 ₹6,75,000 | 161 ₹7,24,500 | 146 ₹6,57,000 |
| 10.00 | M&L for TMT bars 6 to 8mm dia, bent to shape required incl cranking, bending, spirally for hooping for columns, hooking end and binding with and incl mild steel wire not less than 0.9mm dia or securing with clip quality confirming to deformed or twisted bars complete all as specified and directed. | 420 | Kg | 160 ₹67,200 | 151 ₹63,420 | 150 ₹63,000 | 140 ₹58,800 Lowest | 150 ₹63,000 | 150 ₹63,000 | 161 ₹67,620 | 146 ₹61,320 |
Tender Value
₹44.5 L
EMD Value
₹89,000
Closing Date
27 Jun 2026, 6:00 pmClosed
GE, Minniebay, Sri Vijaya Puram
GE, Minniebay, Junglighat (PO), Sri Vijaya Puram -744103
8756-E8-PROVISION OF RETAINING WALL BACK SIDE OF CLASS ROOM AT OLD NCS, ADDN ALTN OF IDSC PARKING, ADDN ALTN PROVISION OF RETAINING WALL AT KV SCHOOL PLAYGROUND AT AJAY BAUGH IN AGE BR-I AND PROVN OF COMPUTER TABLE AND SOFA SETS TO NAD DOLLYGUNJ UNDE
2026_MES_770038_1
8756/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
₹89,000
Yes
20 Aug 2026
6 Jun 2026
29 Jun 2026
6 Jun 2026
27 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Rough Excavation over areas n.exc. 1.5M deep and getting out as in loose/soft soil all as specified and directed. | - | Cum | 179.1 | - |
| 2 | Excavation over areas n.exc. 1.5M deep and getting out as in loose/soft soil all as specified and directed. | - | Cum | 258.5 | - |
| 3 | M&L Cement concrete Type C2 1:3:6 (40mm graded aggregate) in foundations, filling and mass concrete all as specified and directed. | - | Cum | 5,862 | - |
| 4 | M&L RCC M-30 grade (Nominal Mix) using 20mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases for coloumns, etc basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | - | Cum | 7,721.87 | - |
| 5 | M&L RCC M-30 grade (Nominal Mix) using 20mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness, above top of footing including attached pilasters and buttresses complete all as specified and directed. | - | Cum | 8,240.42 | - |
| 6 | M&L for use and removal of steel form work to sides of concrete foundations, footings, rafts and raft beams sides and soffits of foundation and plinth beams and similar work for flat surface complete all as specified and directed. | - | Sqm | 316.72 | - |
| 7 | M&L for use and removal of steel form work to faces of walls retaining walls, abutments, parapets and like for flat rough finished surface complete all as specified and directed. | - | Sqm | 200 | - |
| 8 | M&L for use and removal of steel form work to faces of walls retaining walls, abutments, parapets and like for flat fair finished surface complete all as specified and directed. | - | Sqm | 573.94 | - |
| 9 | M&L for TMT bars 10mm dia and over cut to length, bent to shape required incl cranking, bending, spirally for hooping for columns, hooking end and binding with and incl mild steel wire not less than 0.9mm dia or securing with clip quality confirming to deformed or twisted bars all complete all as specified and directed. | - | Kg | 82.6 | - |
| 10 | M&L for TMT bars 6 to 8mm dia, bent to shape required incl cranking, bending, spirally for hooping for columns, hooking end and binding with and incl mild steel wire not less than 0.9mm dia or securing with clip quality confirming to deformed or twisted bars complete all as specified and directed. | 420 | Kg | 84.55 | ₹35,511 |
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