Annual Plan-193/2025-Unnyathiparamba Parakkal road ward 16 in Pulikkal Grama panchayath-General Civil Work

Amount

2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone 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> (D) Dry Rubble Masonry

OD118113/2024-2025:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains or drains )not exceeding 1.5 m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5m , including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m. All kinds of soil

OD118112/2024-2025:DRY RUBBLE MASONRY - Dry rubble with out 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..

OD118109/2024-2025:DRY RUBBLE MASONRY (Departmental Supply ) Dry rubble with departmental rubble with out concrete levelling course masonry with good quality blistered rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc..

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

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.

OD118073/2024-2025:Filling up low laying and water logged areas with local material/quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade (MoRD)

4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead

5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

5.2.3a:Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)

OD118111/2024-2025: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

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Bidder Name

K.O. ABDUL RAZAK

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