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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹92,616Accepted-Finance | ₹92,616 | 1 | Accepted-Finance Accepted Vide Resolution No.03(1 )dtd.22/02/2026 of Omassery GP |
| 2 | 2₹1.0 LAccepted-Finance KODASSERY PARAMBIL H LESWARAM P O OMASSERY 673 582 | OMASSERY | KOZHIKODE | KERALA | 673582 | ₹1.0 L | 2 | Accepted-Finance Accepted Vide Resolution No.03(1 )dtd.22/02/2026 of Omassery GP |
| 3 | 3₹1.1 LAccepted-Finance PARAPPURATH POYIL HOUSE MALAYAMMA PO NIT KOZHIKODE | KOZHIKODE | KOZHIKODE | KERALA | ₹1.1 L | 3 | Accepted-Finance Accepted Vide Resolution No.03(1 )dtd.22/02/2026 of Omassery GP |
| 4 | 4₹1.1 LAccepted-Finance | ₹1.1 L | 4 | Accepted-Finance Accepted Vide Resolution No.03(1 )dtd.22/02/2026 of Omassery GP |
Tender Value
₹1.1 L
EMD Value
₹2,850
Closing Date
16 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
O/O Assistant Engineer LID and EW Section Omassery
Civil Work
2026_LSGD_834798_11
E TENDER -12/2025-26
Open Tender
Civil Works - Others
210 days
OMASSERY
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,850
Yes
28 Mar 2026
9 Feb 2026
18 Feb 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
footpath concrete
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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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