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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.1 LAccepted-AOC | ₹4.1 L Quoted ₹4.2 L | 1 | Accepted-AOC L1 |
| 2 | 2₹4.4 LRejected-AOC | ₹4.4 L | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | C R VIJAYAN L2 | P K MURALIDHARAN NAIR L1 |
|---|---|---|---|---|---|
| 1.00Side protection | |||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 50 | sqm | 19.09 ₹954.50 | 18.17 ₹908.50 |
| 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 | 32.46 | cum | 270.76 ₹8,788.87 | 257.37 ₹8,354.23 |
| 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 | 90.84 | cum | 4,233.06 ₹3.8 L | 3,977.48 ₹3.6 L |
| 1.00 | 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) | 2.65 | cum | 10,803.43 ₹28,629.09 | 10,436.32 ₹27,656.25 |
| 1.00 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 129.85 | kg | 116 ₹15,062.60 | 110.87 ₹14,396.47 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 10.9 | sqm | 409.32 ₹4,461.59 | 383.45 ₹4,179.61 |
Updated dates
Tender Value
₹4.2 L
EMD Value
₹10,463
Closing Date
5 Mar 2026, 2:00 pmClosed
Assistant Executive Engineer
Minor Irrigation Sub Division, Mini Civil Station, IInd Floor, Aranmula
GENERAL-VANCHIKAPPARA VALIYATHODU-Side stabilisation of Vanchikappara Valiyathodu in ward 10 of Ezhumattur Panchayath in Ranni constituencyGeneral Civil Work
2026_Irrig_840365_1
IRR/IA/TR/6960/2023_5_1_1/1
Open Tender
Civil Works - Others
180 days
ezhumattoor
Please see the tender documents
7 documents required · 7 mandatory
₹925
Yes
₹10,463
Yes
13 Mar 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
Side protection
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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
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)
5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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