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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.8 LAccepted-AOC | ₹24.8 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹25.5 L+₹76,548 (3.09%)Rejected-Finance | ₹25.5 L+₹76,548 (3.09%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹25.8 L+₹1.0 L (4.10%)Rejected-Finance NO 3 17 1ST FLOOR OPP BSNL RESIDENTIAL COLONY GURUDWARA LANE GURUDWARA LANE PORT BLAIR SOUTH ANDAMAN ANDAMAN NICOBAR 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹25.8 L+₹1.0 L (4.10%) | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹26.6 L+₹1.8 L (7.21%)Rejected-Finance | ₹26.6 L+₹1.8 L (7.21%) | L4 | Rejected-Finance Not being L1 |
| 5 | L5₹27.7 L+₹2.9 L (11.6%)Rejected-Finance 79 MAHATMA GANDHI MARKET SRI VIJAYA PURAM 744101 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹27.7 L+₹2.9 L (11.6%) | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | R V CONSTRUCTION L1 | Gulmarg Electrical Service L5 | SRI LAKSHMI GANESH ENGINEERING WORKS L4 | JLR AGENCY PRIVATE LIMITED L3 | M/s Jai Hanuman Construction L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed. | 215 | Sqm | 60 ₹12,900 | 80 ₹17,200 | 23 ₹4,945 Lowest | 76 ₹16,340 | 32 ₹6,880 |
| 2.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation, 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 and as directed. | 17 | Cum | 450 ₹7,650 | 550 ₹9,350 | 420 ₹7,140 Lowest | 542 ₹9,214 | 600 ₹10,200 |
| 3.00 | Plain Cement Concrete Type D2 1:4:8(40 mm graded stone aggregate) in foundations filling and mass concrete complete all as specified and as directed. | 3.85 | Cum | 6,000 ₹23,100 Lowest | 7,700 ₹29,645 | 8,500 ₹32,725 | 7,631 ₹29,379.35 | 6,800 ₹26,180 |
| 4.00 | Material & Labour Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and as directed. | 12 | Cum | 8,500 ₹1,02,000 | 8,000 ₹96,000 Lowest | 9,500 ₹1,14,000 | 8,034 ₹96,408 | 8,000 ₹96,000 Lowest |
| 5.00 | Material & Labour for reinforced cement concrete type B1 1:2:4 using 20mm graded stone aggregate in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, and mass concrete complete all as specified and as directed. | 7 | Cum | 9,300 ₹65,100 | 9,000 ₹63,000 Lowest | 9,500 ₹66,500 | 9,035 ₹63,245 | 9,000 ₹63,000 Lowest |
| 6.00 | Material & Labour 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 complete all as specified and as directed. | 46 | Sqm | 500 ₹23,000 | 500 ₹23,000 | 500 ₹23,000 | 444 ₹20,424 Lowest | 450 ₹20,700 |
| 7.00 | Material & Labour Mild steel bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. | 310 | Kg | 100 ₹31,000 Lowest | 120 ₹37,200 | 140 ₹43,400 | 118 ₹36,580 | 150 ₹46,500 |
| 8.00 | All as per item No 7 as above but 6mm to 10mm dia in stirrups complete all as specified and as directed. | 173 | Kg | 100 ₹17,300 Lowest | 120 ₹20,760 | 140 ₹24,220 | 118 ₹20,414 | 200 ₹34,600 |
| 9.00 | Supply and Fixing GI pipe with all fittings and fixed complete to walls as in frame work complete all as specified and as directed. | 1,115 | Kg | 225 ₹2,50,875 | 300 ₹3,34,500 | 200 ₹2,23,000 | 275 ₹3,06,625 | 125 ₹1,39,375 Lowest |
| 10.00 | Material & Labour Framed brackets of angles, channels or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. conforming to Fe.290.Gde-E-165 complete all as specified and as directed. | 42 | Kg | 180 ₹7,560 | 230 ₹9,660 | 210 ₹8,820 | 201 ₹8,442 | 130 ₹5,460 Lowest |
Tender Value
₹23.6 L
EMD Value
₹47,300
Closing Date
20 Jul 2026, 6:00 pmClosed
GE TIRUNELVELI
Garrison Engineer Naval Post Base Vijayanarayanam Tirunelveli -627119
CONSTRUCTION OF PORTA CABIN STRUCTURE (SEMI PERMANENT) AT ARC RAMESHWARAM UNDER GE TIRUNELVELI
2026_MES_772356_1
GE/TVL/8631/E8 of 2026-27
Open Tender
Civil Works
Item Rate
180 days
Rameswaram
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
GE Tirunelveli
₹47,300
Yes
27 Aug 2026
16 Jun 2026
22 Jul 2026
16 Jun 2026
20 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed. | 215 | Cum | - | - |
| 2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation, 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 and as directed. | 17 | Cum | - | - |
| 3 | Plain Cement Concrete Type D2 1:4:8(40 mm graded stone aggregate) in foundations filling and mass concrete complete all as specified and as directed. | 3 | Cum | - | - |
| 4 | Material & Labour Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and as directed. | 12 | Cum | - | - |
| 5 | Material & Labour for reinforced cement concrete type B1 1:2:4 using 20mm graded stone aggregate in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, and mass concrete complete all as specified and as directed. | 7 | Cum | - | - |
| 6 | Material & Labour 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 complete all as specified and as directed. | 46 | Sqm | - | - |
| 7 | Material & Labour Mild steel bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. | 310 | Kg | - | - |
| 8 | All as per item No 7 as above but 6mm to 10mm dia in stirrups complete all as specified and as directed. | 173 | Kg | - | - |
| 9 | Supply and Fixing GI pipe with all fittings and fixed complete to walls as in frame work complete all as specified and as directed. | 1,115 | Kg | - | - |
| 10 | Material & Labour Framed brackets of angles, channels or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. conforming to Fe.290.Gde-E-165 complete all as specified and as directed. | 42 | Kg | - | - |
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