Tender For Annual Plan- 29/26 Eldsm Bp Division 9Thalayanad Kolapra Road Rennovation In -Alakode Gp-General Civil Work
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Project Description
Annual Plan- 29/26 ELDSM BP Division 9Thalayanad Kolapra Road Rennovation in -Alakode GP-General Civil Work - 1 Tile 2 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 3 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. 4 OD45290/2025-2026:Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M 30 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Labou & Material observed from 55.23 of MORTH data) 5 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) 6 OD45291/2025-2026:Providing and fixing of good quality granite name board with lettering including of all cost,conveyance,labour charges etc complete
BOQ
| Sl. No. | Item Description |
| 1 | Tile |
| 2 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 3 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. |
| 4 | OD45290/2025-2026:Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M 30including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobblesin lines and levels as per the directions of the departmental officers at site inclusive of all cost& conveyance charges etc.; complete. (Labou & Material observed from 55.23 ofMORTH data) |
| 5 | 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) |
| 6 | OD45291/2025-2026:Providing and fixing of good quality granite name board with lettering including of all cost,conveyance,labour charges etc complete |
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