KALATHINGAL FOOTPATH CONCRETE IN DIV 9 OF RAMANATTUKARA MUNICIPALITY

Amount

Road Maintanence

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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

3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.

2.6.B:Dismantling Brick/Tile Work<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. <br>(B) Cement mortar

3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

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.

OD178545/2025-2026: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 on prepared surface, levelling the top at site and ramming etc to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

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

12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

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)

OD172489/2025-2026:Providing and fixing Granite of any colour and shade for Name Board of required size land over base of cement mortar 1:4 (1cement 4 coarse sand ) including all charges etc.. complete at all levels. Providing and fixing 18mm thick gang saw cut mirror polished , premolded and prepolished machine cut for kitchen platform , vindow sills and similar location of required size , approved shade, colour and texture laid over 20mm thick base cement motor 1:4(1cement :4:course sand )joints treated with white cement , mixed with machine pigment epoxy touch ups including rubbing , curing moulding and polishing to edge to give high gloss finish etc,, complete at all levels. Granite of any colour and shade Area of slab upto .5sqm Lettering and fixing

ANILKUMAR K M (BID ID -2416287)

Bidder Name

ANILKUMAR K M

KANNADATHIL SREENIVASAN