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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.4 LAccepted-AOC | ₹44.4 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹45.5 L+₹1.1 L (2.58%)Rejected-AOC | ₹45.5 L+₹1.1 L (2.58%) | L2 | Rejected-AOC SECOND LOWEST BIDDER |
| Sl No | Description | Qty | Unit | JAYAN K MATHEW L1 | Ajimon T U SQUARE CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00bund road | |||||
| 1.00 | 3.19.2:Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | 330.75 | cum | 36.23 ₹11,983.07 | 35 ₹11,576.25 Lowest |
| 1.00 | 3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 495 | cum | 585.85 ₹2,89,995.75 Lowest | 690 ₹3,41,550 |
| 1.00 | 4.1.B.3:Granular Sub-Base with Close Graded Material (Table:- 400-1):- By Mix in Place Method - For Grading - III Material Construction of granular sub-base by providing close graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401 | 330.75 | cum | 3,635.66 ₹12,02,494.55 | 3,480 ₹11,51,010 Lowest |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 315 | cum | 3,540.01 ₹11,15,103.15 | 3,380 ₹10,64,700 Lowest |
| 1.00 | 12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 68.6 | cum | 79.53 ₹5,455.76 Lowest | 80 ₹5,488 |
| 1.01 | OD5491/2024-2025:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 7.88 | cum | 2,981.18 ₹23,476.79 Lowest | 3,000 ₹23,625 |
| 1.01 | OD5492/2024-2025:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down through various strata bellow bed level including cost conveyance labour charges etc complete. | 64 | metre | 148.73 ₹9,518.72 Lowest | 200 ₹12,800 |
| 1.01 | OD5493/2024-2025:Coconut Pile - Driving down coconut pile to lines and levels through variuos strata(soft to medium clay soil) including all hire charges and labour for fixing and other appliances necessary for pile driving after pointing the bottom end. details for one post of 6m long and 15 numbers per day | 64 | metre | 370.18 ₹23,691.52 Lowest | 500 ₹32,000 |
| 1.01 | 9.1:Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days | 3.94 | cum | 7,110.05 ₹27,999.38 | 7,000 ₹27,566 Lowest |
Tender Value
₹42.3 L
EMD Value
₹50,000
Closing Date
9 Feb 2026, 3:00 pmClosed
The Executive Engineer, IN Division, Kannur 2
O/o the Executive Engineer, IN Division, Kannur 2
Improvement to Right Bank bund road
2026_Irrig_832716_1
IRR/KP/TR/4040/2024_5_2_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
Vengoli
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
20 Jul 2026
2 Feb 2026
11 Feb 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1bund road | |||||
| 1.001 | 3.19.2:Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | - | cum | - | - |
| 1.002 | 3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | - | cum | - | - |
| 1.003 | 4.1.B.3:Granular Sub-Base with Close Graded Material (Table:- 400-1):- By Mix in Place Method - For Grading - III Material Construction of granular sub-base by providing close graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401 | - | cum | - | - |
| 1.004 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | - | cum | - | - |
| 1.005 | 12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 1 | cum | - | - |
| 1.006 | OD5491/2024-2025:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | - | cum | - | - |
| 1.007 | OD5492/2024-2025:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down through various strata bellow bed level including cost conveyance labour charges etc complete. | - | metre | - | - |
| 1.008 | OD5493/2024-2025:Coconut Pile - Driving down coconut pile to lines and levels through variuos strata(soft to medium clay soil) including all hire charges and labour for fixing and other appliances necessary for pile driving after pointing the bottom end. details for one post of 6m long and 15 numbers per day | - | metre | - | - |
| 1.009 | 9.1:Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days | - | cum | - | - |
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