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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | ₹1.7 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | AZEEZ P A L2 | SUNIL KUMAR N L1 |
|---|---|---|---|---|---|
| 1.00PATHWAY CONSTRUCTION | |||||
| 1.00 | OD310316/2025-2026:Preparation and consolidation of sub grade after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating including making good the undulations etc. and disposal of surplus earth with lead upto 50 metres. MODIFIED DATA 16.1 | 116 | sqm | 25 ₹2,900 | 23 ₹2,668 |
| 1.00 | OD310278/2025-2026:Modified OD 4.11.2 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers, mixing by mix in place method <br> (i) Using naturally occuring gravel Modified specification of MORD : 4.11.1 | 11.6 | cum | 1,500 ₹17,400 | 1,480 ₹17,168 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 17.62 | cum | 8,490 ₹1,49,559.84 | 8,450 ₹1,48,855.2 |
Updated dates
Tender Value
₹1.7 L
EMD Value
₹4,237
Closing Date
1 Jan 2026, 6:00 pmClosed
RAJEESH KUMAR.C
Office of the Assistant Engineer LSGD Section Chemanchery Po Pookkad Kozhikode 673304
Construction of CC footpath
2025_LSGD_822366_1
PR NO 224/26 PAANARUKANDY PATHWAY THIRUVANGOOR
Open Tender
Civil Works - Roads
90 days
Thiruvangoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,237
Yes
3 Feb 2026
22 Dec 2025
3 Jan 2026
22 Dec 2025
1 Jan 2026
22 Dec 2025
PATHWAY CONSTRUCTION
OD310316/2025-2026:Preparation and consolidation of sub grade after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating including making good the undulations etc. and disposal of surplus earth with lead upto 50 metres. MODIFIED DATA 16.1
OD310278/2025-2026:Modified OD 4.11.2 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers, mixing by mix in place method <br> (i) Using naturally occuring gravel Modified specification of MORD : 4.11.1
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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