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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.7 LAccepted-AOC NEIKUPPI VILLAGE VENGAPAKKAM POST KALPAKKAM 603 102 KANCHEEPURAM DIST | KALPAKKAM | KANCHEEPURAM | TAMIL NADU | 603102 | ₹33.7 L | L1 | Accepted-AOC Lowest Bid |
| 2 | L2₹34.4 L+₹71,267.50 (2.11%)Rejected-AOC NO 03 45 NEIKUPPI VILLAGE VENGAPAKKAM POST KALPAKKAM CHENGALPATTU DISTRICT 603 102 | KALPAKKAM | CHENGALPATTU | TAMIL NADU | 603102 | ₹34.4 L+₹71,267.50 (2.11%) | L2 | Rejected-AOC Not L1 |
| 3 | L3₹36.3 L+₹2.6 L (7.78%)Rejected-AOC NO 22 KUNNIJI NAGAR 1ST STREET EAST TAMBARAM CHENNAI 600 059 TAMIL NADU | CHENNAI | CHENNAI | TAMIL NADU | 600059 | ₹36.3 L+₹2.6 L (7.78%) | L3 | Rejected-AOC Not L1 |
| 4 | L4₹38.7 L+₹5.0 L (14.8%)Rejected-AOC 93 SRP KOVIL STREET PERAVALLUR CHENNAI 600 082 | CHENNAI | CHENNAI | TAMIL NADU | 600082 | ₹38.7 L+₹5.0 L (14.8%) | L4 | Rejected-AOC Not L1 |
| 5 | L5₹40.7 L+₹7.0 L (20.9%)Rejected-AOC | ₹40.7 L+₹7.0 L (20.9%) | L5 | Rejected-AOC Not L1 |
| Sl No | Description | Qty | Unit | S VENKATESAN L1 | S Dilli L2 | Vijay Builders L7 | KR ENTERPRISES L5 | JANANIKARTHIK ENTERPRISES L4 | muthu constructions L6 | M/s Omm Muruga Enterprises L8 | Sri Sankar Enterprises L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30cm deep and averaging 15 cm deep and getting out of in soft/loose soil complete all as specified and directed by Engineer-in-Charge. | 2,065 | Sqm | 70 ₹1,44,550 | 35 ₹72,275 Lowest | 72 ₹1,48,680 | 78 ₹1,61,070 | 37.15 ₹76,714.75 | 45 ₹92,925 | 59 ₹1,21,835 | 50 ₹1,03,250 |
| 2.00 | M&L Hardcore of broken stone or boulders gauge n exc. 63 mm, deposited, spread and levelled in layers n exc.15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge. | 206.5 | Cum | 2,500 ₹5,16,250 | 1,600 ₹3,30,400 | 1,899 ₹3,92,143.5 | 2,049 ₹4,23,118.5 | 2,200 ₹4,54,300 | 1,499 ₹3,09,543.5 | 1,999 ₹4,12,793.5 | 800 ₹1,65,200 Lowest |
| 3.00 | M&L 75 mm thick for PCC 1:2:4, type B2 (using 40mm graded stone aggregate) for subbase in floor and mass concrete complete all as specified and directed by Engineer-in-Charge. | 2,065 | Sqm | 160 ₹3,30,400 Lowest | 450 ₹9,29,250 | 405 ₹8,36,325 | 429 ₹8,85,885 | 460 ₹9,49,900 | 499 ₹10,30,435 | 399 ₹8,23,935 | 420 ₹8,67,300 |
| 4.00 | M&L sand filling 50 mm thick under floors or in foundation including watering and consolidation complete all as specified and directed by Engineer-in-Charge. | 103.25 | Cum | 1,000 ₹1,03,250 | 550 ₹56,787.5 Lowest | 2,079 ₹2,14,656.75 | 2,499 ₹2,58,021.75 | 1,800 ₹1,85,850 | 1,329 ₹1,37,219.25 | 2,222 ₹2,29,421.5 | 1,800 ₹1,85,850 |
| 5.00 | M & L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade complete all as specified and directed by Engineer-in-Charge. | 2,065 | Sqm | 1,050 ₹21,68,250 | 950 ₹19,61,750 Lowest | 1,179 ₹24,34,635 | 1,096 ₹22,63,240 | 1,025 ₹21,16,625 | 1,199 ₹24,75,935 | 1,219 ₹25,17,235 | 1,085 ₹22,40,525 |
| 6.00 | M&L PCC 1:2:4, Type B-1, (using 20mm graded stone aggregate) as in kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed by Engineer-in-Charge. | 8.27 | Cum | 8,000 ₹66,160 | 10,500 ₹86,835 | 9,000 ₹74,430 | 6,999 ₹57,881.73 | 8,000 ₹66,160 | 4,999 ₹41,341.73 Lowest | 7,499 ₹62,016.73 | 6,500 ₹53,755 |
| 7.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point. | 206.5 | Cum | 200 ₹41,300 | 20 ₹4,130 Lowest | 279 ₹57,613.5 | 123 ₹25,399.5 | 99 ₹20,443.5 | 49 ₹10,118.5 | 399 ₹82,393.5 | 80 ₹16,520 |
Tender Value
₹43.3 L
EMD Value
₹86,600
Closing Date
18 Jul 2026, 6:00 pmClosed
GE NAVY CHENNAI
GE Navy Chennai Military Engineer Services Fort St George Rajaji Salai Chennai 600 009
PROVISION OF HARDSTANDING WITH INTERLOCKING TILES IN FRONT OF ADMIN BUILDING AT 2N DET UNDER GE NAVY CHENNAI
2026_MES_773860_1
8809/E8
Open Tender
Civil Works
Item Rate
180 days
CHENNAI
ASPER TENDER DOCS
8 documents required · 8 mandatory
₹500
GE Navy Chennai
₹86,600
Yes
22 Aug 2026
22 Jun 2026
20 Jul 2026
22 Jun 2026
18 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30cm deep and averaging 15 cm deep and getting out of in soft/loose soil complete all as specified and directed by Engineer-in-Charge. | 2,065 | Sqm | - | - |
| 2 | M&L Hardcore of broken stone or boulders gauge n exc. 63 mm, deposited, spread and levelled in layers n exc.15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge. | 206.5 | Cum | - | - |
| 3 | M&L 75 mm thick for PCC 1:2:4, type B2 (using 40mm graded stone aggregate) for subbase in floor and mass concrete complete all as specified and directed by Engineer-in-Charge. | 2,065 | Sqm | - | - |
| 4 | M&L sand filling 50 mm thick under floors or in foundation including watering and consolidation complete all as specified and directed by Engineer-in-Charge. | 103.25 | Cum | - | - |
| 5 | M & L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade complete all as specified and directed by Engineer-in-Charge. | 2,065 | Sqm | - | - |
| 6 | M&L PCC 1:2:4, Type B-1, (using 20mm graded stone aggregate) as in kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed by Engineer-in-Charge. | 8.27 | Cum | - | - |
| 7 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point. | 206.5 | Cum | - | - |
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