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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.3 LAccepted-AOC | ₹83.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹84.2 L+₹92,665.81 (1.11%)Rejected-AOC KOLATH NILAPOLA P O | KERALA | ₹84.2 L+₹92,665.81 (1.11%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | JACOB GEORGE L2 | REJIMON ELIAS L1 |
|---|---|---|---|---|---|
| 1.00Vettakkal C - (Appx 2) Retaing wall | |||||
| 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 | 46 | each | 2,454.32 ₹1,12,898.72 | 2,427.32 ₹1,11,656.72 Lowest |
| 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 | 58.5 | cum | 257.63 ₹15,071.36 | 254.79 ₹14,905.22 Lowest |
| 1.00 | OD5414/2025-2026: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 . | 190.12 | cum | 3,993.46 ₹7,59,256.58 | 3,949.53 ₹7,50,904.39 Lowest |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 32.81 | cum | 8,343.49 ₹2,73,774.94 | 8,251.71 ₹2,70,763.36 Lowest |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 8.44 | cum | 9,235.97 ₹77,933.11 | 9,134.37 ₹77,075.81 Lowest |
| 1.01 | 5.22A.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Mild steel and Medium Tensile steel bars | 393.75 | kilogram | 111.54 ₹43,918.88 | 110.31 ₹43,434.56 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 26.25 | sqm | 386.16 ₹10,136.7 | 381.91 ₹10,025.14 Lowest |
| 2.00Vettakkal C - (Appx 2) Farm Road construction | |||||
| 2.00 | OD6035/2025-2026:Construction of embankment by filling with Cut Eart/Red earth with all leads and lifts, transporting to site, spreading in layers of 50 cm and rolling and tamping to achieve maximum compaction and grading to a required side slope; As per the direction of the Engineer in Charge | 4,728.15 | cum | 1,502.27 ₹71,02,957.9 | 1,485.74 ₹70,24,801.58 Lowest |
Tender Value
₹84.2 L
EMD Value
₹50,000
Closing Date
12 Mar 2026, 10:00 amClosed
EE Agri Alappuzha
O/o EE Agri Alappuzha
NABARD-RIDF XXVIII Infrastructure Development works under Cherthala LAC IDW at Vettackal C Block Padasekharam-Infrastructural Development Works at Vettackal C Block Padasekharam Phase II (GAP) Alappuzha-General Civil Work
2026_AGRI_843862_1
ADFW/EXE/ALP/56/2026-EE2
Open Tender
Civil Works - Others
Item Rate
730 days
Cherthala
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,760
Yes
₹50,000
Yes
18 Mar 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
12 Mar 2026
5 Mar 2026
Vettakkal C - (Appx 2) Retaing wall
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
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
OD5414/2025-2026: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 .
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22A.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Mild 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
Vettakkal C - (Appx 2) Farm Road construction
OD6035/2025-2026:Construction of embankment by filling with Cut Eart/Red earth with all leads and lifts, transporting to site, spreading in layers of 50 cm and rolling and tamping to achieve maximum compaction and grading to a required side slope; As per the direction of the Engineer in Charge
OD6034/2025-2026:Rolling and compacting the top layer of embankment using manual roller of 0.5 T to 1 T capacity to achieve maximum compaction, by addind optimum water and rolling multiple times
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