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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.5 LAccepted-AOC 204B SENTHAMANGALAM GOTHANDARAMPURAM VILLAGE PERUMANADU POST VAYALOGAM VIA PUDUKKOTTAI DIST TN | PUDUKKOTTAI | TAMIL NADU | 622104 | L1 | Accepted-AOC L1 Accepted | |
| 2 | L2₹23.5 L+₹2.0 L (9.29%)Rejected-Finance | L2 | Rejected-Finance Being Not the Lowest Tenderer |
| Sl No | Description | Qty | Unit | M Govindarajan L1 | Reliance Sales Agency L2 |
|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard/ dense soil all as specified and directed. | 318 | SQM | 110 ₹34,980 Lowest | 140 ₹44,520 |
| 2.00 | Hard core with broken stone or boulders of gauge exceeding 63 but not exceeding 150mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface all as specified and as directed. | 31.8 | CUM | 2,740 ₹87,132 Lowest | 3,000 ₹95,400 |
| 3.00 | 100 mm thick PCC (1:4:8) type D2 using 40mm graded stone aggregate for sub base of flooring, finished even and fair complete all as specified and directed. | 738 | SQM | 625 ₹4,61,250 Lowest | 650 ₹4,79,700 |
| 4.00 | Chequered cement concrete tiles 20cm x 20cm x 25 mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and no pigments and including screed bed or bedding layer of mortar 20 mm thick for laying floor finishes in cement mortar 1:6 complete all as specified and directed. | 458 | SQM | 1,570 ₹7,19,060 Lowest | 1,650 ₹7,55,700 |
| 5.00 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.50M in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in hard/ dense soil complete all as specified and directed. | 20 | CUM | 730 ₹14,600 Lowest | 780 ₹15,600 |
| 6.00 | Plain cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concreting, complete all as specified and directed. | 4.6 | CUM | 6,020 ₹27,692 Lowest | 6,200 ₹28,520 |
| 7.00 | Brick work with sub class ‘B’ bricks, (old size) straight or curved on plan exceeding 6 mtr mean radius built in cement mortar 1:6 for all as specified and directed. | 7.2 | CUM | 5,260 ₹37,872 Lowest | 5,500 ₹39,600 |
| 8.00 | Rendering 15 mm thick in cement mortar 1:6 on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed. | 50 | SQM | 330 ₹16,500 Lowest | 400 ₹20,000 |
| 9.00 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in hard and dense soil complete all as specified and directed | 5.7 | CUM | 155 ₹883.5 Lowest | 170 ₹969 |
| 10.00 | Removing the surplus soil to a distance not exceeding 50 meters from the starting point and depositing at a height not exceeding 1.5 m above ground level complete all as specified and as directed. | 62 | CUM | 340 ₹21,080 Lowest | 380 ₹23,560 |
Tender Value
₹21.2 L
EMD Value
₹42,420
Closing Date
16 Mar 2026, 6:00 pmClosed
GE WELLINGTON
Garrison Engineer Wellington Barrack Post Nilgiris Pin code-643231
PROVISION OF APPROACH PATH NEAR OFFICERS MESS AND REAR GATE OF 117 INF BN TA GARUDA LINES AND SPECIAL REPAIRS TO PATH HARD STANDING IN VARIOUS LOCATION NEAR NCC OFFICERS MESS ALEXANDRIA ROAD AND REYNOLDS COLONY AND SPECIAL REPAIRS TO ROADS OF KV SCHO
2026_MES_753851_1
8195/E8
Open Tender
Civil Works
Item Rate
120 days
Trichy
As per Tender Documents
7 documents required · 7 mandatory
₹500
GE WELLINGTON
₹42,420
Yes
11 Aug 2026
23 Feb 2026
18 Mar 2026
24 Feb 2026
16 Mar 2026
10 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard/ dense soil all as specified and directed. | 318 | SQM | - | - |
| 2 | Hard core with broken stone or boulders of gauge exceeding 63 but not exceeding 150mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface all as specified and as directed. | 31.8 | CUM | - | - |
| 3 | 100 mm thick PCC (1:4:8) type D2 using 40mm graded stone aggregate for sub base of flooring, finished even and fair complete all as specified and directed. | 738 | SQM | - | - |
| 4 | Chequered cement concrete tiles 20cm x 20cm x 25 mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and no pigments and including screed bed or bedding layer of mortar 20 mm thick for laying floor finishes in cement mortar 1:6 complete all as specified and directed. | 458 | SQM | - | - |
| 5 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.50M in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in hard/ dense soil complete all as specified and directed. | 20 | CUM | - | - |
| 6 | Plain cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concreting, complete all as specified and directed. | 4.6 | CUM | - | - |
| 7 | Brick work with sub class ‘B’ bricks, (old size) straight or curved on plan exceeding 6 mtr mean radius built in cement mortar 1:6 for all as specified and directed. | 7.2 | CUM | - | - |
| 8 | Rendering 15 mm thick in cement mortar 1:6 on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed. | 50 | SQM | - | - |
| 9 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in hard and dense soil complete all as specified and directed | 5.7 | CUM | - | - |
| 10 | Removing the surplus soil to a distance not exceeding 50 meters from the starting point and depositing at a height not exceeding 1.5 m above ground level complete all as specified and as directed. | 62 | CUM | - | - |
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