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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-AOC | ₹2.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.8 LRejected-Finance | ₹2.8 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | ARUN GOPAL L2 | THOMAS A V L1 |
|---|---|---|---|---|---|
| 1.00THODU PROTECTION | |||||
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 42.41 | cum | 306 ₹12,977.77 | 294.07 ₹12,471.80 |
| 1.00 | OD460508/2025-2026:DRY Rubble Masonry _ Dry Rubble with out concrete levelling course masonry with good quality blased rubble including packing to compactness to lines and levels cost and conveyance of all materials direction of departmental officer at site | 69.63 | cum | 3,411 ₹2.4 L | 3,264.59 ₹2.3 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) | 3.17 | cum | 7,889 ₹24,968.69 | 7,550.24 ₹23,896.51 |
Tender Value
₹3.0 L
EMD Value
₹7,407
Closing Date
13 Feb 2026, 5:00 pmClosed
LID AND EW SECTION KODANCHERY
ASSISTANT ENGINEER OFFICE LID AND EW SECTION KODANCHERY
596/26-NOORAMTHODU GROUND THODU KUTTIPPOOVATHINGAL JALASAMRAKSHANAM THODU SIDE PROTECTION
2026_LSGD_834183_1
AE/LIDEW/ETENDER/KRY/90/25-26
Open Tender
Civil Works - Roads
180 days
NOORAMTHODE
Please refer Tender documents.
7 documents required · 7 mandatory
₹655
Yes
₹7,407
Yes
30 Apr 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
THODU PROTECTION
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
OD460508/2025-2026:DRY Rubble Masonry _ Dry Rubble with out concrete levelling course masonry with good quality blased rubble including packing to compactness to lines and levels cost and conveyance of all materials direction of departmental officer 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)
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