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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹33.4 L+₹92,505 (2.85%)Rejected-Finance MADHUPUR DIGLIPUR NORTH ANDAMAN 744202 | DIGLIPUR | NORTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744202 | L2 | Rejected-Finance Rejected due to L2 | |
| 3 | L3₹34.7 L+₹2.2 L (6.62%)Rejected-Finance MES WORKS SITE CARNICOBAR ANDAMAN NICOBAR ISLAND PIN 744301 | CARNICOBAR | NICOBAR | ANDAMAN AND NICOBAR ISLANDS | 744301 | L3 | Rejected-Finance Rejected due to L3 | |
| 4 | L4₹38.9 L+₹6.3 L (19.5%)Rejected-Finance 1ST FLOOR PRABHA SHOPPING COMPLEX OLD PAHARGAON DOLLYGUNJ PORT BLAIR SOUTH ANDAMAN ANDAMAN NICOBAR 744103 UDYAM AN 01 0000143 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L4 | Rejected-Finance Rejected due to L4 |
| Sl No | Description | Qty | Unit | ASHOK BISWAS L3 | Binod Hawlader L2 | RADHA GOVIND CONSTRUCTION L1 | Island Agency L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing not exceeding 15 cm deep in any type of soil and getting out complete all as specified and directed | 160 | Sqm | 50 ₹8,000 | 50 ₹8,000 | 25 ₹4,000 Lowest | 150 ₹24,000 |
| 2.00 | Excavation over areas, not exceeding 1.5m deep and getting out in any type of soil complete all as specified and directed. | 245 | Cum | 400 ₹98,000 | 300 ₹73,500 Lowest | 400 ₹98,000 | 450 ₹1,10,250 |
| 3.00 | Excavation over areas exceeding 1.5m deep and not exceeding 3m deep and getting out in any type of soil all as specified. | 80 | Cum | 400 ₹32,000 | 300 ₹24,000 Lowest | 400 ₹32,000 | 520 ₹41,600 |
| 4.00 | M&L for Hardcore of broken stone or boulders of gauge n.exc 0.63mm deposited spread and levelled in layers n.exc 15cm thick, watered and rolled / rammed to a true surface complete all as specified and directed. | 24 | Cum | 3,000 ₹72,000 Lowest | 4,200 ₹1,00,800 | 3,500 ₹84,000 | 4,500 ₹1,08,000 |
| 5.00 | M&L PCC (1:4:8) type D-2 (using 40 mm graded stone aggregate) in foundation filling and mass concrete complete all as specified and directed. | 16.8 | Cum | 10,000 ₹1,68,000 | 10,000 ₹1,68,000 | 9,000 ₹1,51,200 Lowest | 13,500 ₹2,26,800 |
| 6.00 | M & L for Re-inforced Cement Concrete of grade M-30 (Design mix) concrete 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 directed. | 54 | Cum | 14,000 ₹7,56,000 | 15,000 ₹8,10,000 | 13,000 ₹7,02,000 Lowest | 17,500 ₹9,45,000 |
| 7.00 | M & L for Re-inforced Cement Concrete of grade M-30 (Design mix) (using 20mm graded stone aggregate) as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed | 64 | Cum | 14,000 ₹8,96,000 | 15,000 ₹9,60,000 | 13,000 ₹8,32,000 Lowest | 15,500 ₹9,92,000 |
| 8.00 | Use and waste of steel formwork to sides of concrete foundations, footings, bases of columns, rafts and raft beams, sides and soffits of foundation and plinth beams and similar works for rough finished flat surfaces of concrete all as specified. | 54 | Sqm | 350 ₹18,900 | 320 ₹17,280 Lowest | 400 ₹21,600 | 550 ₹29,700 |
| 9.00 | Use and waste of steel formwork to facesof drain walls and similar works for rough finished flat surfaces of concrete complete all as specified and directed. | 268 | Sqm | 320 ₹85,760 Lowest | 375 ₹1,00,500 | 400 ₹1,07,200 | 600 ₹1,60,800 |
| 10.00 | Use and waste of steel formwork to facesof drain walls and similar works for fair finished flat surfaces of concrete complete all as specified and directed. | 243 | Sqm | 300 ₹72,900 Lowest | 375 ₹91,125 | 400 ₹97,200 | 600 ₹1,45,800 |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
14 Feb 2026, 6:00 pmClosed
GE (South) Diglipur
Garrison Engineer (South) Military Engineer Services RK Gram, Diglipur North Andaman - 744 202
PROVISION OF SURFACE RCC DRAIN ALONG RUNWAY ON EASTERN SIDE AT SHIBPUR, UNDER GE (S) DIGLIPUR
2026_MES_749899_1
8195/E8
Open Tender
Civil Works
Item Rate
270 days
Diglipur
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE (South) Diglipur
₹86,000
Yes
28 Mar 2026
24 Jan 2026
17 Feb 2026
24 Jan 2026
14 Feb 2026
7 Feb 2026
24 Jan 2026 - 31 Jan 2026
Surface dressing not exceeding 15 cm deep in any type of soil and getting out complete all as specified and directed
Excavation over areas, not exceeding 1.5m deep and getting out in any type of soil complete all as specified and directed.
Excavation over areas exceeding 1.5m deep and not exceeding 3m deep and getting out in any type of soil all as specified.
M&L for Hardcore of broken stone or boulders of gauge n.exc 0.63mm deposited spread and levelled in layers n.exc 15cm thick, watered and rolled / rammed to a true surface complete all as specified and directed.
M&L PCC (1:4:8) type D-2 (using 40 mm graded stone aggregate) in foundation filling and mass concrete complete all as specified and directed.
M & L for Re-inforced Cement Concrete of grade M-30 (Design mix) concrete 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 directed.
M & L for Re-inforced Cement Concrete of grade M-30 (Design mix) (using 20mm graded stone aggregate) as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed
Use and waste of steel formwork to sides of concrete foundations, footings, bases of columns, rafts and raft beams, sides and soffits of foundation and plinth beams and similar works for rough finished flat surfaces of concrete all as specified.
Use and waste of steel formwork to facesof drain walls and similar works for rough finished flat surfaces of concrete complete all as specified and directed.
Use and waste of steel formwork to facesof drain walls and similar works for fair finished flat surfaces of concrete complete all as specified and directed.
M & L for High strength deformed TMT steel bars 10mm dia and over, as in reinforcement for concrete, cut to length, bent to shape required including cranking, bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia concrete complete all as specified and directed.
Returning filling in soil including spreading leveling watering and well ramming in layers n.exc.25mm thick each concrete complete all as specified and directed.
Removing excavated soil to a dist n.exc. 50m and depositing where directed at a level n.exc.1.5m above the starting point concrete complete all as specified and directed.
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