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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC | ₹6.3 L | L1 | Accepted-AOC 1st lowest |
| Sl No | Description | Qty | Unit | manoj a m L1 |
|---|---|---|---|---|
| 1.00protection works | ||||
| 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 | 57.6 | cum | 257.62 ₹14,838.91 |
| 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 | 136.8 | cum | 3,993.45 ₹5.5 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 27.07 | sqm | 386.15 ₹10,455.01 |
| 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) | 6.75 | cum | 9,235.95 ₹62,342.66 |
Updated dates
Tender Value
₹6.3 L
EMD Value
₹15,849
Closing Date
23 Mar 2026, 6:00 pmClosed
Assistant Executive Engineer
o/o of the Assistant Executive Engineer, MI Sub Division Kottayam
DRM retaining wall for a length of 180m with a height of 0.8m proposed near Madapattu padasekharam in ward no.8 of Pampady panchayath in Puthupally Constituency.
2026_Irrig_842698_2
IRR/IA/TR/489/2026_5_1_1/1
Open Tender
Civil Works - Others
270 days
Pampady
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,400
Yes
₹15,849
Yes
6 Jun 2026
12 Mar 2026
24 Mar 2026
12 Mar 2026
23 Mar 2026
12 Mar 2026
protection works
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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
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