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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 LAccepted-AOC | ₹15.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.6 LRejected-AOC | ₹15.6 L | L2 | Rejected-AOC L2 |
| 3 | L3₹16.1 LRejected-AOC | ₹16.1 L | L3 | Rejected-AOC L3 |
| 4 | L4₹16.3 LRejected-AOC | ₹16.3 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | C MUKUNDAN L3 | HIZAA CONSTRUCTIONS PRIVATE LIMTTED L4 | K. JAYARAJ L2 | SANJAY K S L1 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of side protection wall | |||||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 142 | sqm | 8.79 ₹1,248.18 | 8.72 ₹1,238.24 | 8.52 ₹1,209.84 | 8.52 ₹1,209.84 |
| 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 | 160 | hour | 432.13 ₹69,140.80 | 429.55 ₹68,728 | 418.91 ₹67,025.60 | 418.9 ₹67,024 |
| 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 | 297.85 | cum | 244.23 ₹72,742.68 | 230.5 ₹68,653.27 | 236.76 ₹70,517.78 | 236.76 ₹70,517.78 |
| 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 | 313.86 | cum | 3,785.8 ₹11.9 L | 3,940 ₹12.4 L | 3,669.99 ₹11.5 L | 3,669.99 ₹11.5 L |
| 1.00 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 16.83 | cum | 9,253.26 ₹1.6 L | 9,000 ₹1.5 L | 8,970.19 ₹1.5 L | 8,970.19 ₹1.5 L |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 43.07 | sqm | 366.08 ₹15,768.53 | 363.27 ₹15,647.49 | 354.88 ₹15,286.10 | 354.88 ₹15,286.10 |
| 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 | 841.35 | kilogram | 106.58 ₹89,671.08 | 90 ₹75,721.50 | 103.32 ₹86,928.28 | 103.32 ₹86,928.28 |
| 1.01 | 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. | 46.86 | cum | 301.91 ₹14,147.50 | 299 ₹14,011.14 | 292.67 ₹13,714.52 | 292.67 ₹13,714.52 |
Tender Value
₹16.9 L
EMD Value
₹42,369
Closing Date
27 Feb 2026, 4:00 pmClosed
Executive Engineer
Executive Engineer , Minor Irrigation Division, Palakkad
GENERAL Thannerpanthal Thodu Construction of side protection wall on right side of Thodu opposite to Vasavi School at Thannerpanthal ward 8 in Kannadi Grama Panchayath in Palakkad district General Civil Work
2026_Irrig_838388_1
IRR/IA/TR/258/2025_5_1_1/1
Open Tender
Civil Works - Others
Kannadi Grama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹42,369
Yes
19 May 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
27 Feb 2026
20 Feb 2026
20 Feb 2026 - 23 Feb 2026
Construction of side protection wall
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
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.
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