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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.7 LAccepted-AOC | ₹56.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹54.1 L−₹2.6 L (4.67%)Rejected-AOC KERALA KL KERALA | ₹54.1 L−₹2.6 L (4.67%) | L2 | Rejected-AOC L2 |
| 3 | L3₹56.7 L−₹7,235.62 (0.13%)Rejected-AOC | ₹56.7 L−₹7,235.62 (0.13%) | L3 | Rejected-AOC L3 |
| 4 | L4₹65.2 L+₹8.5 L (15.0%)Rejected-AOC | ₹65.2 L+₹8.5 L (15.0%) | L4 | Rejected-AOC L4 |
| 5 | L5₹73.0 L+₹16.2 L (28.6%)Rejected-AOC KANNUR | KERALA | 670001 | ₹73.0 L+₹16.2 L (28.6%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L5 | MOIDU KC L4 | VK BALAN L1 | M.T ABDUL BASHEER L2 | KAIRALI LABOUR CONTRACT CO-OPERATIVE SOCIETY L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road work | ||||||||
| 1.00 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | 315 | cum | 4,200 ₹13,23,000 | 3,305 ₹10,41,075 | 2,740.17 ₹8,63,153.55 Lowest | 2,742.95 ₹8,64,029.25 | 2,825 ₹8,89,875 |
| 1.00 | 13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m | 472.5 | cum | 7,950 ₹37,56,375 | 7,975 ₹37,68,187.5 | 6,609.65 ₹31,23,059.63 Lowest | 6,982.78 ₹32,99,363.55 | 6,940 ₹32,79,150 |
| 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 | 354.38 | cum | 780 ₹2,76,412.5 | 536 ₹1,89,945 | 445.74 ₹1,57,959.11 Lowest | 470.91 ₹1,66,878.73 | 511.15 ₹1,81,138.78 |
| 2.00Guard stone | ||||||||
| 2.00 | 2.33.3: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.Beyond 120 cm girth up to and including 240 cm girth | 4 | each | 12,000 ₹48,000 | 10,086 ₹40,344 | 8,359.12 ₹33,436.48 Lowest | 8,831.02 ₹35,324.08 | 8,565 ₹34,260 |
| 2.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 3,225 | sqm | 10 ₹32,250 | 8.52 ₹27,477 | 6.8 ₹21,930 Lowest | 7.19 ₹23,187.75 | 7 ₹22,575 |
| 2.00 | 60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations 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. | 990 | cum | 780 ₹7,72,200 | 644 ₹6,37,560 | 535.22 ₹5,29,867.8 Lowest | 565.44 ₹5,59,785.6 | 560 ₹5,54,400 |
| 2.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 56.51 | cum | 301 ₹17,008.31 | 318 ₹17,968.91 | 263.96 ₹14,915.32 Lowest | 278.87 ₹15,757.83 | 270 ₹15,256.62 |
| 2.00 | 5.22.5:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire fabric | 1,120 | kilogram | 105 ₹1,17,600 | 104 ₹1,16,480 | 86.6 ₹96,992 Lowest | 91.5 ₹1,02,480 | 91 ₹1,01,920 |
Tender Value
₹67.7 L
EMD Value
₹50,000
Closing Date
20 May 2026, 6:00 pmClosed
Executive Engineer,Minor Irrigation Division, KKD
Office of the Executive Engineer,MI Division, KKD
GENERAL-Construction of concrete road- Construction of canal road on right bank of NC canal from Aklothnada towards Santhivanam smasanam in Vatakara municipality in Vatakara LAC of Kozhikode District-General Civil Work
2026_Irrig_850328_1
IRR/IA/TR/808/2026_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
Vatakara municipality
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
16 Jun 2026
12 May 2026
22 May 2026
12 May 2026
20 May 2026
12 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | - | cum | - | - |
| 1.002 | 13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m | - | cum | - | - |
| 1.003 | 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 | - | - |
| 2Guard stone | |||||
| 2.001 | 2.33.3: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.Beyond 120 cm girth up to and including 240 cm girth | - | each | - | - |
| 2.002 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | sqm | - | - |
| 2.003 | 60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations 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. | - | cum | - | - |
| 2.004 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | - | cum | - | - |
| 2.005 | 5.22.5:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire fabric | - | kilogram | - | - |
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