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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.0 LAdmitted-Finance | ₹47.0 L | L1 | Admitted-Finance |
| 2 | L2₹48.7 LAdmitted-Finance | ₹48.7 L | L2 | Admitted-Finance |
| 3 | L3₹51.3 LAdmitted-Finance OPP CCS GARACHARMA PORT BLAIR 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹51.3 L | L3 | Admitted-Finance |
| 4 | L4₹52.0 LAdmitted-Finance | ₹52.0 L | L4 | Admitted-Finance |
| 5 | L5₹52.8 LAdmitted-Finance CHOTHRAPUR BRICHGUNJ POST PORT BLAIR SOUTH ANDAMAN 744 103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹52.8 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | V CHINNA DURAI L2 | M/s Harjas Construction & Waterproofing Co L7 | GAYATRI ENTERPRISES L1 | Nirman Construction Company L4 | RS ENGINEERING WORK L8 | DEEPAK AGENCIES L3 | MAJUMDAR FURNITURE L5 | Usha Builders L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for Surface dressing n exc 15 cm deep in Hard / dense Soil all as specified and directed. | 220 | Sqm | 110 ₹24,200 | 150 ₹33,000 | 100 ₹22,000 | 120 ₹26,400 | 140 ₹30,800 | 140 ₹30,800 | 150 ₹33,000 | 160 ₹35,200 |
| 2.00 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation ,shafts wells etc n exc 10 sqm on plan and getting out in hard/ dense Soil complete all as specified and directed. | 26 | Cum | 460 ₹11,960 | 480 ₹12,480 | 450 ₹11,700 | 465 ₹12,090 | 500 ₹13,000 | 470 ₹12,220 | 480 ₹12,480 | 490 ₹12,740 |
| 3.00 | M & L for pre-construction ATT for Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with back fill to be measured) complete all as specified and directed. | 65 | Sqm | 190 ₹12,350 | 225 ₹14,625 | 180 ₹11,700 | 185 ₹12,025 | 200 ₹13,000 | 200 ₹13,000 | 200 ₹13,000 | 210 ₹13,650 |
| 4.00 | M&L for pre-construction ATT for Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed. | 80 | Sqm | 110 ₹8,800 | 150 ₹12,000 | 100 ₹8,000 | 120 ₹9,600 | 150 ₹12,000 | 120 ₹9,600 | 150 ₹12,000 | 120 ₹9,600 |
| 5.00 | M&L for pre-construction ATT for Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre ofsurface area complete all as specified and directed. | 60 | Sqm | 120 ₹7,200 | 150 ₹9,000 | 100 ₹6,000 | 120 ₹7,200 | 150 ₹9,000 | 130 ₹7,800 | 140 ₹8,400 | 130 ₹7,800 |
| 6.00 | M&L Type D-2 1:4:8 ( 40 mm Aggregate) Cement concrete in foundations, filling and mass concrete complete all as specified and directed. | 8.5 | Cum | 9,550 ₹81,175 | 9,800 ₹83,300 | 9,500 ₹80,750 | 9,550 ₹81,175 | 9,900 ₹84,150 | 9,700 ₹82,450 | 9,700 ₹82,450 | 9,700 ₹82,450 |
| 7.00 | M&L for High Strength deformed TMT bars 10 mm dia and over, cut to length, bent to shape reqiured including carncking, bending spirally and binding with and including mild steel wire (annealed) not less than 0.90 mm dia complete all as specified and directed. | 2,500 | Kg | 159 ₹4.0 L | 180 ₹4.5 L | 149 ₹3.7 L | 169 ₹4.2 L | 170 ₹4.3 L | 160 ₹4 L | 170 ₹4.3 L | 180 ₹4.5 L |
| 8.00 | M&L for High Strength deformed TMT bars 5 mm dia and over upto and including 10 mm dia stirrups, spacers and binders, cut to length, bent to shape reqiured including carncking, bending spirally and binding with and including mild steel wire (annealed) not less than 0.90 mm dia complete all as specified and directed. | 200 | Kg | 160 ₹32,000 | 170 ₹34,000 | 150 ₹30,000 | 155 ₹31,000 | 170 ₹34,000 | 170 ₹34,000 | 160 ₹32,000 | 180 ₹36,000 |
| 9.00 | Use and waste of formwork for foundations, footing, bases of cloumns and plinth beam etc. for flat rough finished surfaces of concrete complete all as specified and directed. | 85 | Sqm | 460 ₹39,100 | 500 ₹42,500 | 450 ₹38,250 | 470 ₹39,950 | 500 ₹42,500 | 470 ₹39,950 | 470 ₹39,950 | 480 ₹40,800 |
| 10.00 | Use and Waste of Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc.flat rough finished surfaces of concrete complete all as specified and directed. | 60 | Sqm | 660 ₹39,600 | 700 ₹42,000 | 650 ₹39,000 | 670 ₹40,200 | 700 ₹42,000 | 670 ₹40,200 | 670 ₹40,200 | 680 ₹40,800 |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
26 May 2026, 6:00 pmClosed
GE, Minniebay, Sri Vijaya Puram
GE, Minniebay, Junglighat (PO), Sri Vijaya Puram -744103
8761/E8- PROVN OF HYGIENE CHEMICAL AND PEST CONTROL EQUIPMENT STORE AT SHO UNDER GE MINNIE BAY, SRI VIJAYA PURAM
2026_MES_763246_1
8761/E8
Open Tender
Civil Works
180 days
GE, Minniebay, Sri Vijaya Puram
Please refer Tender documents.
13 documents required · 13 mandatory
₹500
Yes
GE, Minniebay
₹86,000
Yes
1 Jun 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 | M&L for Surface dressing n exc 15 cm deep in Hard / dense Soil all as specified and directed. | 220 | Sqm | 33.5 | ₹7,370 |
| 2 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation ,shafts wells etc n exc 10 sqm on plan and getting out in hard/ dense Soil complete all as specified and directed. | 26 | Cum | 675 | ₹17,550 |
| 3 | M & L for pre-construction ATT for Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with back fill to be measured) complete all as specified and directed. | 65 | Sqm | 121.8 | ₹7,917 |
| 4 | M&L for pre-construction ATT for Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed. | 80 | Sqm | 66.8 | ₹5,344 |
| 5 | M&L for pre-construction ATT for Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre ofsurface area complete all as specified and directed. | 60 | Sqm | 66.8 | ₹4,008 |
| 6 | M&L Type D-2 1:4:8 ( 40 mm Aggregate) Cement concrete in foundations, filling and mass concrete complete all as specified and directed. | 8.5 | Cum | 5,483.1 | ₹46,606.35 |
| 7 | M&L for High Strength deformed TMT bars 10 mm dia and over, cut to length, bent to shape reqiured including carncking, bending spirally and binding with and including mild steel wire (annealed) not less than 0.90 mm dia complete all as specified and directed. | 2,500 | Kg | 82.6 | ₹2,06,500 |
| 8 | M&L for High Strength deformed TMT bars 5 mm dia and over upto and including 10 mm dia stirrups, spacers and binders, cut to length, bent to shape reqiured including carncking, bending spirally and binding with and including mild steel wire (annealed) not less than 0.90 mm dia complete all as specified and directed. | 200 | Kg | 85.18 | ₹17,036 |
| 9 | Use and waste of formwork for foundations, footing, bases of cloumns and plinth beam etc. for flat rough finished surfaces of concrete complete all as specified and directed. | 85 | Sqm | 316.72 | ₹26,921.2 |
| 10 | Use and Waste of Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc.flat rough finished surfaces of concrete complete all as specified and directed. | 60 | Sqm | 462.8 | ₹27,768 |
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