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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.6 LAccepted-AOC | ₹5.6 L | 1 | Accepted-AOC Single bidder |
| Sl No | Description | Qty | Unit | V S JAYAKRISHNAN L1 |
|---|---|---|---|---|
| 1.00Retaining wall | ||||
| 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 | 85.62 | cum | 247 ₹21,148.14 |
| 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 | 127.19 | cum | 3,990 ₹5.1 L |
| 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) | 2.46 | cum | 9,235.97 ₹22,766.67 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 11.62 | sqm | 386 ₹4,485.32 |
Tender Value
₹5.6 L
EMD Value
₹13,931
Closing Date
21 Feb 2026, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Minor Irrigation Subdivision Civil Station Fourth floor Pala
This estimate includes side protection with DR masonry for a length of 54.00 m for a height of 2.00 m and a kadavu of width 1.00 m.
2026_Irrig_837063_1
RETENDER 1649/AEE/MI/SUBDN/PALA/2025-26
Open Tender
Civil Works - Others
240 days
Kadaplamattom
please refer to tender documents
10 documents required · 10 mandatory
₹1,230
Yes
₹13,931
Yes
30 Mar 2026
17 Feb 2026
23 Feb 2026
17 Feb 2026
21 Feb 2026
17 Feb 2026
Retaining wall
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
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)
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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