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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.5 LAccepted-AOC MADHUPUR DIGLIPUR NORTH ANDAMAN 744202 | DIGLIPUR | NORTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744202 | L1 | Accepted-AOC L1 | |
| 2 | L2₹35.9 L+₹43,218.60 (1.22%)Rejected-Finance AUSTINABAD CHINTAMBAR COLONY PORT BLAIR SOUTH ANDAMAN 744 103 | PORT BLAIR | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744103 | L2 | Rejected-Finance Rejected due to L2 | |
| 3 | L3₹36.2 L+₹64,953.20 (1.83%)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 | L3 | Rejected-Finance Rejected due to L3 | |
| 4 | L4₹37.0 L+₹1.5 L (4.16%)Rejected-Finance C O AMBU HOTEL NEAR GOVT POLYTECHNIC DOLLY GUNJ PORT BLAIR 744 103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L4 | Rejected-Finance Rejected due to L4 |
| Sl No | Description | Qty | Unit | SUMAN L2 | Island Agency L3 | City Constructie Pvt Ltd L4 | Binod Hawlader L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, not exceeding 1.5m deep and getting out in any type of soil complete all as specified and directed. | 140 | Cum | 250 ₹35,000 | 350 ₹49,000 | 200 ₹28,000 Lowest | 300 ₹42,000 |
| 2.00 | Excavating over areas exceeding 1.5m and n.exc 3.0 m deep getting out in any type of soil complete all as specified and directed. | 120 | Cum | 250 ₹30,000 | 390 ₹46,800 | 200 ₹24,000 Lowest | 280 ₹33,600 |
| 3.00 | Excavating over areas exceeding 3.0m and n.exc 4.50 m deep getting out in any type of soil complete all as specified and directed. | 35 | Cum | 250 ₹8,750 | 450 ₹15,750 | 200 ₹7,000 Lowest | 300 ₹10,500 |
| 4.00 | Returing filling in including spreading leveling water ing and well raminiin layers not exc 25cm complete all as specified and directed. | 280 | Cum | 120 ₹33,600 Lowest | 220 ₹61,600 | 150 ₹42,000 | 200 ₹56,000 |
| 5.00 | Removing excavavated material exc 50 mtrs and n.exc 250 m deposition where directed at level n exc 1.5 above the starting point complete all as specified and as directed. | 15 | Cum | 300 ₹4,500 | 250 ₹3,750 | 200 ₹3,000 | 150 ₹2,250 Lowest |
| 6.00 | M&L PCC (1:4:8) as in type D2 (40mm graded ggregate) Cement concrete in foundations, filling and mass concrete complete all as specified and directed. | 20.8 | Cum | 9,800 ₹2,03,840 | 8,500 ₹1,76,800 Lowest | 9,000 ₹1,87,200 | 9,500 ₹1,97,600 |
| 7.00 | M&L for PCC (1:3:6) type D2 (using 40mm graded granite stone aggregate) in fdn, filling and mass concrete complete all as specified and directed. | 2.6 | Cum | 11,700 ₹30,420 | 9,500 ₹24,700 Lowest | 10,000 ₹26,000 | 10,500 ₹27,300 |
| 8.00 | M&L for providing, cement concrete coping type B0 (1:2:4) 12.5mm graded aggregate in edges of chequered tiles for rounded or chamfered on edges complete all as specified and as directed | 0.5 | CUM | 13,500 ₹6,750 | 15,000 ₹7,500 | 12,000 ₹6,000 Lowest | 12,500 ₹6,250 |
| 9.00 | M&L precast cement concrete type C1 (1:3:6) using (20mm graded stone aggregate) solid blocks masonry exc. 10cm in width and set in cement mortar 1:4 complete all as specified and directed | 5.4 | Cum | 11,700 ₹63,180 Lowest | 13,500 ₹72,900 | 12,000 ₹64,800 | 14,500 ₹78,300 |
| 10.00 | M & L for Reinforced cement concrete Grade M-30 (design Mix) using 20mm graded stone aggregate) in foundations including rafts, footings and mass concrete complete all as specified and directed. | 57.6 | Cum | 14,000 ₹8,06,400 | 13,500 ₹7,77,600 | 13,000 ₹7,48,800 Lowest | 14,500 ₹8,35,200 |
Tender Value
₹42.5 L
EMD Value
₹85,000
Closing Date
9 Mar 2026, 6:00 pmClosed
GE (South) Diglipur
Garrison Engineer (South) Military Engineer Services RK Gram, Diglipur North Andaman - 744 202
SPECIAL REPAIRS TO RETAINING WALL INFRONT OF BUILDING NO. P-420 AND P-425 AT AERIAL BAY UNDER GE(S) DIGLIPUR
2026_MES_752842_1
8200/E8
Open Tender
Civil Works
Item Rate
270 days
Diglipur
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE (South) Diglipur
₹85,000
Yes
4 Apr 2026
16 Feb 2026
11 Mar 2026
16 Feb 2026
9 Mar 2026
2 Mar 2026
16 Feb 2026 - 23 Feb 2026
Excavating over areas, not exceeding 1.5m deep and getting out in any type of soil complete all as specified and directed.
Excavating over areas exceeding 1.5m and n.exc 3.0 m deep getting out in any type of soil complete all as specified and directed.
Excavating over areas exceeding 3.0m and n.exc 4.50 m deep getting out in any type of soil complete all as specified and directed.
Returing filling in including spreading leveling water ing and well raminiin layers not exc 25cm complete all as specified and directed.
Removing excavavated material exc 50 mtrs and n.exc 250 m deposition where directed at level n exc 1.5 above the starting point complete all as specified and as directed.
M&L PCC (1:4:8) as in type D2 (40mm graded ggregate) Cement concrete in foundations, filling and mass concrete complete all as specified and directed.
M&L for PCC (1:3:6) type D2 (using 40mm graded granite stone aggregate) in fdn, filling and mass concrete complete all as specified and directed.
M&L for providing, cement concrete coping type B0 (1:2:4) 12.5mm graded aggregate in edges of chequered tiles for rounded or chamfered on edges complete all as specified and as directed
M&L precast cement concrete type C1 (1:3:6) using (20mm graded stone aggregate) solid blocks masonry exc. 10cm in width and set in cement mortar 1:4 complete all as specified and directed
M & L for Reinforced cement concrete Grade M-30 (design Mix) using 20mm graded stone aggregate) in foundations including rafts, footings and mass concrete complete all as specified and directed.
M & L for Reinforced cement concrete 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
M&L Boulder size 80 to 150 mm filling as in weep holes complete all as specified and as directed.
Use and waste of steel formwork of Square, rectangular or polygonal 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 for rough finished surface complete all as specified and as directed.
Use and waste of steel formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finished surface complete all as specified and directed.
Use and waste of steel formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for fair finished surface complete all as specified and directed.
S&F mild steel TMT bars 10 mm dia and over,cut to length, bent to shape requred, including cranking , bending spirally for columns hooking for columns hooking ends and binding with and including mild steel wire ( annealed ) not less than 0.9mm dia or securing with clips complete all as specified and directed
M&L 100mm thick Cement concrete 1:4:8 Type D-2 (40 mm Aggregate) in foundation and mass concrete complete all as specified and as directed.
M&L for PCC (1:2:4) Type B1 (using 20mm graded aggregate) 40mm thick in floors finishing surface to complete all as specified and as directed.
M & L 110 mm dia bore low density polyethylene pipes (LDPE) of pressure rating 6Kg/Sqcm fixed as weep holes in retaining walls complete all as specified and directed.
Demolition of brickwork/ stone/ boulder/ block masonry, built in cement mortar including all quoins, arches,pillors etc, but excluding aslar facing, dressed stonework complete all as specified and as directed.
Demolition of cement concrete of any description and in any position (unreinforced) in ground floor/paving/plinth not exceeding 15cm thick below or above ground level complete all as specified and directed
Demolition of cement concrete for roofs, floors, walls, beams, staircases including removal of all demolished material form site complete all as specified and directed
S&F Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and directed
M&L for Chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry and pointed in coloured cement to match over 15mm thick screed bed in CM 1:4 as bedding layer in floors complete all as specified and directed
M&L for Rendering 10mm thick in CM (1:4) for finishing the surface even and smooth w/o using extra cement including painting as requiredcomplete all as specified and as directed.
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