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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance VENDOR EDATHUA | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance ORUMBIKUNNIL THURUTHICADU P O MALLAPPALLY PATHANAMTHITTA 689597 | MALLAPPALLY | PATHANAMTHITTA | KERALA | 689597 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹4.0 L
EMD Value
₹10,061
Closing Date
4 Mar 2026, 3:30 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LSGD- EW Section Edathua GP
CONSTRUCTION OF RETAINING WALL FROM ETTUPARA BRIDGE TO KANNAMALI CULVERT
2026_LSGD_839285_1
LSGD/CELSGD/FL/11947/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Edathua
Please refer Tender documents.
5 documents required · 5 mandatory
₹890
Yes
₹10,061
Yes
3 Mar 2026
23 Feb 2026
5 Mar 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
Road maintenance
3.6:Excavation in Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6.
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD483312/2025-2026:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (3.14 Modified (without roller) for increased compensation and additional conveyance for Kuttanad Taluk-2025-26)
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