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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC | ₹8.1 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Seemkumar V S L2 | SEBY P JOHN L1 |
|---|---|---|---|---|---|
| 1.00THODU SIDE PROTECTION | |||||
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 96.64 | cum | 1,152.79 ₹1,11,405.63 | 1,141.06 ₹1,10,272.04 Lowest |
| 1.00 | OD417959/2025-2026:DEPARTMENTAL DRY RUBBLE MASONRY _ Dry rubble(Departmental) 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. | 82.14 | cum | 1,652.05 ₹1,35,706 | 1,635.23 ₹1,34,324.33 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 | 54.36 | cum | 248.05 ₹13,484 | 245.52 ₹13,346.47 Lowest |
| 1.00 | OD417902/2025-2026: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 as per direction of Departmental officers at site. | 108.12 | cum | 3,844.9 ₹4,15,695.21 | 3,805.77 ₹4,11,464.63 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) | 15.1 | cum | 8,892.39 ₹1,34,275.09 | 8,801.88 ₹1,32,908.39 Lowest |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 17.4 | cum | 306.62 ₹5,335.19 | 303.5 ₹5,280.9 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
10 Feb 2026, 5:00 pmClosed
Assistant Engineer office Kalady GP
Assistant Engineer office Kalady GP
341/25-26 Panayali Puthenthodu side Protection
2026_LSGD_832892_9
02/2026-27/AE/LIDEW/KLDY
Open Tender
Civil Works - Roads
Item Rate
90 days
Kalady
Refer Tender Details
8 documents required · 8 mandatory
₹1,870
Yes
₹21,186
Yes
16 May 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
THODU SIDE PROTECTION
15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar
OD417959/2025-2026:DEPARTMENTAL DRY RUBBLE MASONRY _ Dry rubble(Departmental) 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.
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
OD417902/2025-2026: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 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)
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
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