ARATTUPUZHA GP 2025-26 WARD 17 VALIYAPARAMBU JUNCTION TO MUTTEL PALAM ROAD TARING AND SIDE CONCREETING-PROJECT NO.118/2025

Amount

ROAD RENNOVATION

OD35452/2025-2026:Scarifying existing bituminous surface to a depth of 150mm by mechanical means & amp rolled at same road area with static roller

OD67741/2025-2026:Filling up low laying water logged areas with local materials /quarry muck spreading in layers ,levelling the top at site and consolidation by ramming etc complete.

4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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

75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <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.

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65)

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)

OD35453/2025-2026:Supplying and fixing metal name board of size 1200x600x0.8mm using MS sheet and 35x35x5mm angle section with 50 mm diameter ,2 mm thick and 1.5 m long GI pipe for post erected in concrete oh CC 1:2:4 having size 30x30x50 cm as per directions of departmental officers in charge

KRISHNA KUMAR S (BID ID -2313059)

Bidder Name

KRISHNA KUMAR S

ANILKUMAR P