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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹5.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SURESHKUMAR THONNANPOIKAYIL SATHYANATH L1 |
|---|---|---|---|---|
| 1.00Protection work | ||||
| 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 | 32.75 | cum | 283.13 ₹9,272.51 Lowest |
| 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 | 113.78 | cum | 4,388.81 ₹4,99,358.8 Lowest |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 7.65 | sqm | 424.38 ₹3,246.51 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) | 1.84 | cum | 10,150.33 ₹18,666.46 Lowest |
Tender Value
₹4.8 L
EMD Value
₹12,069
Closing Date
1 Jul 2026, 5:00 pmClosed
Asst. Exe. Engineer
o/o of the Asst. Exe. Engineer, MI Sub Division Kottayam
DR retaining wall to protect the banks of Areekal thodu near Neeranani Checkdam in ward no 12 of Vellavoor Panchayath.
2026_Irrig_839060_5
IRR/IA/TR/5348/2022_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
270 days
Vellavoor
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,065
Yes
₹12,069
Yes
2 Jul 2026
22 Jun 2026
2 Jul 2026
22 Jun 2026
1 Jul 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Protection work | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
| 1.004 | 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) | - | cum | - | - |
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