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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.0 LAccepted-AOC | L1 | Accepted-AOC Accept | |
| 2 | L2₹49.7 L+₹3.7 L (7.95%)Rejected-Finance CHOTHRAPUR BRICHGUNJ POST PORT BLAIR SOUTH ANDAMAN 744 103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L2 | Rejected-Finance Not Being L1 | |
| 3 | L3₹50.0 L+₹4.0 L (8.75%)Rejected-Finance | L3 | Rejected-Finance Not Being L1 | |
| 4 | L4₹51.7 L+₹5.7 L (12.4%)Rejected-Finance | L4 | Rejected-Finance Not Being L1 | |
| 5 | L5₹51.9 L+₹5.9 L (12.8%)Rejected-Finance | L5 | Rejected-Finance Not Being L1 |
| Sl No | Description | Qty | Unit | V CHINNA DURAI L3 | M/s Harjas Construction & Waterproofing Co L8 | RS ENGINEERING WORK L5 | M/s Sriya Enterprises L7 | Usha Builders L1 | ANITA VARMA ENTERPRISES L4 | MAJUMDAR FURNITURE L2 | DEEPAK AGENCIES L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) deep and 15cm deep and getting out in soft/loose soil. | 390 | Sqm | 108 ₹42,120 | 115 ₹44,850 | 112 ₹43,680 | 125 ₹48,750 | 100 ₹39,000 Lowest | 134 ₹52,260 | 107 ₹41,730 | 100 ₹39,000 Lowest |
| 2.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for 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 soft loose soil. Complete all as specified. | 65 | Cum | 300 ₹19,500 Lowest | 344 ₹22,360 | 365 ₹23,725 | 333 ₹21,645 | 300 ₹19,500 Lowest | 398 ₹25,870 | 320 ₹20,800 | 350 ₹22,750 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. Complete all as specified. | 51 | Cum | 200 ₹10,200 Lowest | 230 ₹11,730 | 223 ₹11,373 | 250 ₹12,750 | 200 ₹10,200 Lowest | 225 ₹11,475 | 214 ₹10,914 | 219 ₹11,169 |
| 4.00 | Removing excavated material n exc. 250m and depositing where directed at a level n exc. 1.5 m above the starting point Complete all as specified. | 38 | Cum | 432 ₹16,416 | 459 ₹17,442 | 447 ₹16,986 | 415 ₹15,770 | 400 ₹15,200 Lowest | 480 ₹18,240 | 427 ₹16,226 | 439 ₹16,682 |
| 5.00 | M&L for PCC 1:4:8 type D-2 (40mm graded) as in fdn filling and mass concrete Complete all as specified. | 7 | Cum | 10,790 ₹75,530 | 11,479 ₹80,353 | 11,500 ₹80,500 | 11,090 ₹77,630 | 10,000 ₹70,000 Lowest | 11,257 ₹78,799 | 10,679 ₹74,753 | 10,500 ₹73,500 |
| 6.00 | M & L RCC M-30 (nominal mix) as 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 as directed. | 25 | Cum | 15,645 ₹3,91,125 | 16,644 ₹4,16,100 | 16,195 ₹4,04,875 | 15,900 ₹3,97,500 | 14,500 ₹3,62,500 Lowest | 16,323 ₹4,08,075 | 15,484 ₹3,87,100 | 15,899 ₹3,97,475 |
| 7.00 | M & L RCC M-30 (nominal mix) as in columns, pillars, piers, posts and struts complete all as specified and as directed. | 7 | Cum | 16,500 ₹1,15,500 | 18,366 ₹1,28,562 | 17,870 ₹1,25,090 | 17,744 ₹1,24,208 | 16,000 ₹1,12,000 Lowest | 18,000 ₹1,26,000 | 17,086 ₹1,19,602 | 17,544 ₹1,22,808 |
| 8.00 | M & L RCC M-30 (nominal mix) as in beams, tie beam, gable beam cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed. | 11 | Cum | 16,500 ₹1,81,500 | 18,366 ₹2,02,026 | 17,870 ₹1,96,570 | 17,744 ₹1,95,184 | 16,000 ₹1,76,000 Lowest | 18,000 ₹1,98,000 | 17,086 ₹1,87,946 | 17,544 ₹1,92,984 |
| 9.00 | Formwork 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 with rough finished surface flat complete all as specified and as directed. | 96 | Sqm | 647 ₹62,112 | 725 ₹69,600 | 695 ₹66,720 | 665 ₹63,840 | 600 ₹57,600 Lowest | 675 ₹64,800 | 600 ₹57,600 Lowest | 710 ₹68,160 |
| 10.00 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions with square or rectangular rough finished surface complete all as specified and as directed. | 84 | Sqm | 1,025 ₹86,100 | 1,090 ₹91,560 | 1,125 ₹94,500 | 1,054 ₹88,536 | 950 ₹79,800 Lowest | 1,000 ₹84,000 | 1,014 ₹85,176 | 1,150 ₹96,600 |
Tender Value
₹42.5 L
EMD Value
₹85,000
Closing Date
26 May 2026, 6:00 pmClosed
GE, Minniebay, Sri Vijaya Puram
GE, Minniebay, Junglighat (PO), Sri Vijaya Puram -744103
PROVISION OF HARDSTANDING AND COVERED SHED NEAR LUBE OIL SHED AT NAD DOLLYGUNJ, MO UNDER GE MINNIE BAY, SRI VIJAYA PURAM
2026_MES_763244_1
8760/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
₹85,000
Yes
18 Jul 2026
5 May 2026
28 May 2026
5 May 2026
26 May 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and 15cm deep and getting out in soft/loose soil. | 390 | Sqm | 53.1 | ₹20,709 |
| 2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for 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 soft loose soil. Complete all as specified. | 65 | Cum | 383.7 | ₹24,940.5 |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. Complete all as specified. | 51 | Cum | 139.1 | ₹7,094.1 |
| 4 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point Complete all as specified. | 38 | Cum | 320.4 | ₹12,175.2 |
| 5 | M&L for PCC 1:4:8 type D-2 (40mm graded) as in fdn filling and mass concrete Complete all as specified. | 7 | Cum | 5,483.1 | ₹38,381.7 |
| 6 | M & L RCC M-30 (nominal mix) as 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 as directed. | 25 | Cum | 7,721.87 | ₹1,93,046.75 |
| 7 | M & L RCC M-30 (nominal mix) as in columns, pillars, piers, posts and struts complete all as specified and as directed. | 7 | Cum | 8,854.74 | ₹61,983.18 |
| 8 | M & L RCC M-30 (nominal mix) as in beams, tie beam, gable beam cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed. | 11 | Cum | 8,356 | ₹91,916 |
| 9 | M & L RCC M-30 (nominal mix) as in chajjas complete all as specified and as directed. | 1.2 | Cum | 8,950.61 | ₹10,740.73 |
| 10 | Formwork 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 with rough finished surface flat complete all as specified and as directed. | 96 | Sqm | 316.72 | ₹30,405.12 |
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