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General-244 24-25 Karoor Gp-ma, Palai - Tender Details
Explore tender information for General-244 24-25 Karoor Gp-ma in Palai, including eligibility, deadlines, and bid specifics.
LOCAL SELF GOVERNMENT DEPARTMENT
Palai, Kerala, India
NTID 38901209
Opening Date : Wed 22nd January, 2025- Closing Date : Mon 20th January, 2025
- ₹ 338976.00
- NTID 38901209
General-244/24-25 Karoor Gp-maintenance And Protection Wall For Kodoorkunnu Harijan Colony Road In Ward 7
Key Values: Document Cost: 750.00 | EMD: 8474.00 | Estimated Cost: 338976.00
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
BOQ Items Total Items : 11 | Total Qty : 1201.481
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | road maintanance & Side wall | ||
| 2 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 5.625 | cum |
| 3 | OD333474/2024-2025::DRY RUBBLE MASONRY _ Dry rubble masonry with hard stone in foundation and superstructure 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 as per approved drawing and relevant technical specifications... | 5.625 | cum |
| 4 | OD284145/2024-2025:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: Cement mortar 1:5 (1 cement : 5coarse sand) | 11.213 | cum |
| 5 | 12.3:Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 9.000 | sqm |
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