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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹40.6 LAccepted-AOC | ₹40.6 L | 1 | Accepted-AOC L1 |
| 2 | 2₹41.2 LRejected-AOC KERALA KL KERALA | ₹41.2 L | 2 | Rejected-AOC L2 |
| 3 | 3₹41.6 LRejected-AOC | ₹41.6 L | 3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Sibi L3 | ANSILMUHAMMEDHASSAN CHALAKANDI L1 | JOSEPH SEBASTIAN L2 |
|---|---|---|---|---|---|---|
| 1.00Side protection work | ||||||
| 1.00 | 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. | 11 | metre | 1,314.51 ₹14,459.61 | 1,283.4 ₹14,117.40 | 1,301.23 ₹14,313.53 |
| 1.00 | 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 | 208 | hour | 415.49 ₹86,421.92 | 405.7 ₹84,385.60 | 411.3 ₹85,550.40 |
| 1.00 | 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 | 309.38 | cum | 234.26 ₹72,474.19 | 228.7 ₹70,754.06 | 231.9 ₹71,744.06 |
| 1.00 | 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 | 899.25 | cum | 3,631.39 ₹32.7 L | 3,545.4 ₹31.9 L | 3,594.71 ₹32.3 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 103.68 | sqm | 351.14 ₹36,406.20 | 342.8 ₹35,541.50 | 347.6 ₹36,039.17 |
| 1.01 | 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 | 2,044.8 | kilogram | 102.23 ₹2.1 L | 99.8 ₹2.0 L | 101.19 ₹2.1 L |
| 1.01 | 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) | 50.22 | cum | 9,537.79 ₹4.8 L | 9,312 ₹4.7 L | 9,441.45 ₹4.7 L |
Tender Value
₹42.1 L
EMD Value
₹50,000
Closing Date
30 Jan 2026, 6:00 pmClosed
Executive Engineer,Minor Irrigation Division, KKD
Office of the Executive Engineer,Minor Irrigation Division, Kozhikode
GENERAL-Budget Work 2025-26-Side protection works to the Perumpuzhakkara Thodu in Eramala panchayath Vatakara LACKozhikode District-General Civil Work
2026_Irrig_829270_1
IRR/IA/TR/4447/2025_5_1_1/1
Open Tender
Civil Works - Others
365 days
Eramala panchayath
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
21 Feb 2026
20 Jan 2026
3 Feb 2026
20 Jan 2026
30 Jan 2026
20 Jan 2026
Side protection work
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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