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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.4 LAccepted-AOC | ₹6.4 L | 1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | Sirajudeen K K L1 |
|---|---|---|---|---|
| 1.00Tidal bund | ||||
| 1.00 | OD3674/2025-2026:Forming bund to a top width 1.5m and 1.5m (av)height and 1/4:1 slope and protecting the side
with1/4 split well matured and sound coconut post2.7mlong driving down 1.2m below ground
level onboth side at 60 cmc/c,fitting 1/4 split coconut wailingpies in two rows on either sides
and tying with 1/4 split coconut cross ties at 1.20m c/c connecting the alternate set of post,
providing areecanut reepersscreen 16cm square mesh tied with coir yarn, filling inside the
formation and providing plasticsheet (medium quality) inside the screen andfilled with earth
etc.as per the instruction by the departmental officers at site and maintaining thebund properly
through out cultivation period includingcutting and removing materials and clearing
areaetc.complete as per the direction above.(Hire and labour charges only) | 475.5 | cum | 1,257.49 ₹6.0 L |
| 1.00 | OD3677/2025-2026:Putting up tidal bund on sluices available in good condition with mango wood planks and beams (H/C only) fitted in the grooves and filling the gaps between plankswith earth all leads & lifts etc. complete (Hire &labour only if the planks are provided by dept. or other agencies the H/C of planks are to be deducted from the rate | 17.75 | metre | 2,708.01 ₹48,067.18 |
| 1.00 | OD3680/2025-2026:Maintaining the bund properly through out cultivation period including cutting and removing materials and clearing the area etc. complete as per the direction of the departmental officers at site.(1/8 th charge of putting up sluice)
The labour and material in the data is calculated for 0.90cum Earth work and 0.13 cum wood
work
Qty of mango wood planks ,beam
Planks 2x3.0x1.5x0.03 = 0.270 cum
Beam 2x2x3.0x0.10x0.10 = 0.120 cum
Total for 3 metre = 0.390 cum, for 1 metre 0.390/3=0.13cum
Qty of clay filling inside of planks, for 3 metre 1x3.00x0.6x1.50 = 2.70 cum, for 1 metre =
2.70/3 = 0.90 cum | 17.75 | metre | 334 ₹5,928.50 |
Tender Value
₹6.5 L
EMD Value
₹16,298
Closing Date
27 Nov 2025, 6:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer,KD Sub Division,THanneermukkom
Retender-GENERAL-Putting up tidal bunds-Putting up tidal bunds at various places in Panavally and Kanjikkuzhy panchayath for the year 2025-26General Civil Work
2025_Irrig_820936_2
05/AEE/KDSD/TKM/2025-26
Open Tender
Civil Works - Others
210 days
Panavally
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,440
Yes
₹16,298
Yes
24 Dec 2025
24 Nov 2025
29 Nov 2025
24 Nov 2025
27 Nov 2025
24 Nov 2025
Amount
Tidal bund
OD3674/2025-2026:Forming bund to a top width 1.5m and 1.5m (av)height and 1/4:1 slope and protecting the side with1/4 split well matured and sound coconut post2.7mlong driving down 1.2m below ground level onboth side at 60 cmc/c,fitting 1/4 split coconut wailingpies in two rows on either sides and tying with 1/4 split coconut cross ties at 1.20m c/c connecting the alternate set of post, providing areecanut reepersscreen 16cm square mesh tied with coir yarn, filling inside the formation and providing plasticsheet (medium quality) inside the screen andfilled with earth etc.as per the instruction by the departmental officers at site and maintaining thebund properly through out cultivation period includingcutting and removing materials and clearing areaetc.complete as per the direction above.(Hire and labour charges only)
OD3677/2025-2026:Putting up tidal bund on sluices available in good condition with mango wood planks and beams (H/C only) fitted in the grooves and filling the gaps between plankswith earth all leads & lifts etc. complete (Hire &labour only if the planks are provided by dept. or other agencies the H/C of planks are to be deducted from the rate
OD3680/2025-2026:Maintaining the bund properly through out cultivation period including cutting and removing materials and clearing the area etc. complete as per the direction of the departmental officers at site.(1/8 th charge of putting up sluice) The labour and material in the data is calculated for 0.90cum Earth work and 0.13 cum wood work Qty of mango wood planks ,beam Planks 2x3.0x1.5x0.03 = 0.270 cum Beam 2x2x3.0x0.10x0.10 = 0.120 cum Total for 3 metre = 0.390 cum, for 1 metre 0.390/3=0.13cum Qty of clay filling inside of planks, for 3 metre 1x3.00x0.6x1.50 = 2.70 cum, for 1 metre = 2.70/3 = 0.90 cum
Bidder Name
Sirajudeen K K
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