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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 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹10,531
Closing Date
12 Feb 2026, 4:00 pmClosed
ASSISTANT ENGINEER
Assistant Engineer LSGD Engineering wing Thalassery Municipality
Annual Plan-Thalassery Municipality - Project No. 241/2025-26-Brennen Higher Secondary School Maintenance in Thalassery Municipality-General Civil Work
2025_LSGD_777382_331
E1-633/2025
Open Tender
Civil Works - Buildings
Item Rate
180 days
THALASSERY
Please refer Tender documents.
10 documents required · 10 mandatory
₹930
Yes
₹10,531
Yes
13 Feb 2026
5 Feb 2026
13 Feb 2026
5 Feb 2026
12 Feb 2026
5 Feb 2026
brennen higher secondary school TILE
11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete
11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
INTERLOCK
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
OD344877/2025-2026:Interlocking concrete block pavement providing and laying of interlocking concrete block pavements having thickness 60mm as per drawing and technical specification clause 1504(bedding with 6 mm aggregate and filling joints with sand)as per table 1500.5.ltst Bed=60.00x3.75x0.025=5.625 cum joints=60x0.06x0.1=0.36 cum
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
finance_1402519.pdf
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