15429 LAC-ADS-LAC ADS 2023-24 Ollur LA Construction of Bethel Road in Pananchery GP, Ward 3, Ollukkara BP-In Ollukkara BPGeneral Civil Work

Amount

ROAD SIDE PROTECTION

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

OD73461/2024-2025:DRY RUBBLE MASONRY-with hard stone ,foundation and superstructure including packing to compactness to lines and levels , cost conveyance of all materials labour charges etc, complete as per approved drawing and relevant technical specifications.(Modified 75.7.1 )

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

OD414461/2023-2024:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m (Data created from DAR2.25).

ROAD WORK [ CC block paving]

3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

OD413752/2023-2024: Filling with Quarry muck <br>filling up low lying and water logged areas with local material/quarry muck, spreading in layers leveling the top at site and consolidation by ramming , etc complete for improving the CBR value of subgrade (modified data from DAR 50.2.3)

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. (ii) Using Gravel mix soil.

OD69852/2024-2025:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm thickness, minimum strength M30 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. (Modified MoRD 6.7.1)

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)

OD73599/2024-2025:Supplying and fixing 18 mm thick Granite Nameboard of any colour including ,Lettering,Labour for fixing ,carriage etc,complete.

P A RAJAN

Bidder Name

V.M.MAJEED

P A RAJAN