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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.2 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹28.1 L+₹1.9 L (7.22%)Rejected-AOC KOONUMPURUKKA MOOLAKKAL PO CHERUPAZHASSI CHERUPAZHASSI KANNUR KERALA | KANNUR | KANNUR | KERALA | L2 | Rejected-AOC Second lowest |
| Sl No | Description | Qty | Unit | K.T. DEVASIA L1 | K. P. BIJU L2 |
|---|---|---|---|---|---|
| 1.00River side Protection works | |||||
| 1.00 | 2.33.2: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 60 cm girth up to and including 120 cm girth | 5 | each | 2,059.33 ₹10,296.65 Lowest | 2,208.03 ₹11,040.15 |
| 1.00 | 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 | 3 | each | 9,558.21 ₹28,674.63 Lowest | 10,249.3 ₹30,747.9 |
| 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 | 157.58 | cum | 216.16 ₹34,063.36 Lowest | 231.8 ₹36,527.97 |
| 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 | 520.6 | cum | 3,350.77 ₹17,44,407.51 Lowest | 3,593.05 ₹18,70,538.24 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 65.64 | sqm | 640.1 ₹42,017.44 Lowest | 686.39 ₹45,056.01 |
| 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 | 1,481.44 | kilogram | 94.33 ₹1,39,744.71 Lowest | 101 ₹1,49,625.95 |
| 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) | 38.52 | cum | 8,800.77 ₹3,39,014.46 Lowest | 9,437.1 ₹3,63,526.53 |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 21.6 | sqm | 704.48 ₹15,216.77 Lowest | 755.42 ₹16,317.07 |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.35 | cum | 7,190.07 ₹38,466.87 Lowest | 7,709.94 ₹41,248.18 |
Tender Value
₹29.2 L
EMD Value
₹50,000
Closing Date
30 Jul 2026, 5:00 pmClosed
Executive Engineer
Office of the Executive Engineer, Irrigation Division Thalassery
Protection of Edayar river Anjarakandy river FDProtecting the right bank of Edayar river Anjarakandy river at Edayar in Kolayad grama panchayath in Kannur districtGeneral Civil Work
2026_Irrig_862129_1
IRR/IA/TR/7178/2023_5_1_1/2
Open Tender
Civil Works - Others
Item Rate
365 days
kolayad grama panchayath
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
23 Sept 2026
23 Jul 2026
1 Aug 2026
23 Jul 2026
30 Jul 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1River side Protection works | |||||
| 1.001 | 2.33.2: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 60 cm girth up to and including 120 cm girth | - | each | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | 0.6 | cum | - | - |
| 1.004 | 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 | 0.6 | cum | - | - |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.8 | sqm | - | - |
| 1.006 | 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 | 1 | kilogram | - | - |
| 1.007 | 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) | - | cum | - | - |
| 1.008 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | - | sqm | - | - |
| 1.009 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
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