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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st Lowest₹10.1 LAccepted-AOC PARAVAN VILA VEEDU MELAMMAKAM MARIYAPURAM | ₹10.1 L | 1st Lowest | Accepted-AOC Agt Executed,EMD may be released |
| 2 | Rejected-Technical PULININNA KALLAMPOTTA BUNGLOW PARANIYAM ARUMANOOR POOVAR P O | - | - | Rejected-Technical 2nd rank |
| Sl No | Description | Qty | Unit | AJEESH KUMAR AR L1 | PRAKASH N V L2 |
|---|---|---|---|---|---|
| 1.00APPENDIX-A-NIP- Construction of RCC retaining wall on the left side of Chenkal Minor branch canal near Ch . 3900m in Chenkal Grama Panchayath. | |||||
| 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 | 6.75 | cum | 209.89 ₹1,416.76 | 223.37 ₹1,507.75 |
| 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 | 750 | sqm | 14.82 ₹11,115 | 15.77 ₹11,827.50 |
| 1.00 | 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. | 193.5 | sqm | 684.03 ₹1.3 L | 727.98 ₹1.4 L |
| 1.00 | 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 | 4,063.5 | kilogram | 91.59 ₹3.7 L | 97.48 ₹4.0 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) | 58.05 | cum | 8,545.32 ₹5.0 L | 9,092.14 ₹5.3 L |
Tender Value
₹12.7 L
EMD Value
₹31,779
Closing Date
9 Feb 2026, 3:15 pmClosed
Assistant Executive Engineer
O/o The Assistant Executive Engineer NIP Channel Sub Division Neyyattinkara.
LACADSNIPConstruction of RCC retaining wall on the left side of Chenkal Minor branch canal near Ch 3900m in Chenkal Grama Panchayath.General Civil Work
2026_Irrig_833649_1
IRR/IA/TR/873/2024_5_1_1/1
Open Tender
Civil Works - Canal
Neyyattinkara
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,760
Yes
₹31,779
Yes
12 Mar 2026
5 Feb 2026
10 Feb 2026
5 Feb 2026
9 Feb 2026
5 Feb 2026
APPENDIX-A-NIP- Construction of RCC retaining wall on the left side of Chenkal Minor branch canal near Ch . 3900m in Chenkal Grama Panchayath.
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
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
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.
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
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)
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