LRRP-2024-25,Piravom LAC, Sl No1580,Kuzhikkattukkunnu Palli Road, Thirumarady GP, Ernakulam ,District

Amount

Retaring

75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.

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.

OD406553/2024-2025:Construction of granular sub-base by providing local material (Soil gravel mixture/ quarry waste Table 400.13) spreading in uniform layers and consolidation by rammimg etc to achieve the desired density etc complete as per direction of engineer incharge at site OD 112/21-22 Modified 4.11.2

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 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.

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.

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

OD492975/2024-2025:**Direction and Place Identification Signs (up to 0.9 sqm)** **A. Retroreflectorized Traffic Signs** This involves the design, installation, and erection of direction and place identification retroreflectorized signs as per IRC:67 standards. These signs will be made using encapsulated lens-type reflective sheeting, in accordance with Clause 1701.2.3. The signs will be fixed onto 2 mm thick aluminum sheeting, with a total area not exceeding 0.9 sqm. They will be supported by a 2-inch diameter galvanized iron (GI) pipe that is securely anchored in the ground. The foundation will consist of M-15 grade cement concrete measuring 450 mm x 450 mm x 600 mm, specifically designed to extend 600 mm below ground level, and will adhere to the approved drawing and Technical Specification Clause 1701.

BAIJU ISSAC (BID ID -2189146)

BIJU (BID ID -2191448)

BIJU JOSEPH (BID ID -2190725)

Bidder Name

Faizal K P

BIJU JOSEPH

BAIJU ISSAC