Tender For Lac-Ads-Lac-Ads 2024-25 Lakshamveedu Chokramudi Road Concrete In Bisonvalley Gp-Road Concreting-General Civil Work
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Project Description
Tender For Lac-Ads-Lac-Ads 2024-25 Lakshamveedu Chokramudi Road Concrete In Bisonvalley Gp-Road Concreting-General Civil Work- 1 Road CONCRETE 2 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 4 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) 5 OD187689/2025-2026: CC with CURING COMPOUND for 15 cm thick _ Providing plain/reinforced concrete (1 cement:2 fine aggregate: 4 coarse aggregate) for substructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25 mm, mixed in concrete mixer etc complete as per specification including applying of water based concrete curing compound (i) Nominal mix (1:2:4) (Derived from MORD 75.8.1) 6 OD187690/2025-2026:Supplying granite name board Please Enable Macros to View BoQ information
BOQ
| Sl. No. | Item Description |
| 1 | Road CONCRETE |
| 2 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 | 8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 4 | 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) |
| 5 | OD187689/2025-2026: CC with CURING COMPOUND for 15 cm thick _ Providing plain/reinforced concrete (1 cement:2 fine aggregate: 4 coarse aggregate) for substructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25 mm, mixed in concrete mixer etc complete as per specification including applying of water based concrete curing compound (i) Nominal mix (1:2:4) (Derived from MORD 75.8.1) |
| 6 | OD187690/2025-2026:Supplying granite name board Please Enable Macros to View BoQ information |
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