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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹39.2 LAccepted-AOC | ₹39.2 L | 1 | Accepted-AOC L1 |
| 2 | 2₹46.0 LRejected-AOC | ₹46.0 L | 2 | Rejected-AOC L2 |
| 3 | 3₹48.1 LRejected-AOC | ₹48.1 L | 3 | Rejected-AOC L3 |
Tender Value
₹41.8 L
EMD Value
₹50,000
Closing Date
2 Feb 2026, 6:00 pmClosed
Executive Engineer,Minor Irrigation Division, KKD
Executive Engineer,Minor Irrigation Division, Kozhikode
GENERAL-Budget work 2025-26-Side protection work to the Kappoyil- Panthapoyil thodu in Chorode panchayath Vatakara LAC in Kozhikode District-General Civil Work
2026_Irrig_829859_1
IRR/IA/TR/4578/2025_5_1_1/1
Open Tender
Civil Works - Others
365 days
Chorode Panchayath
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
23 Feb 2026
22 Jan 2026
5 Feb 2026
22 Jan 2026
2 Feb 2026
22 Jan 2026
Side protection work
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth
60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.
60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
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
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
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