Annual Plan_2024_25_Thalavady GP__Improvement of road from Ambrayilpadi to Thazhamadam in ward 1-PrNo 55/25

Amount

RETARRING

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.

OD157811/2024-2025:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by Quarry muck/ Soil gravel mix , mixing by mix in place method and compacting with smooth wheel roller to achieve the desired density complete . (ii)Using Gravel mix soil/ Quarry muck

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.

75.5.11.1.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)

OD157812/2024-2025:Construction of sub grade and Earthen shoulders with approved material obtained from borrow pits with all lifts and leads,transporting to site ,spreading ,grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical specification Clause 303.1 (3.14 Modified with increased compensation and additional conveyance

OD157813/2024-2025:Supplying and fixing Name board including all charge 1 No(MS plate of size 30x60 cm)

SANTHOSH P S (BID ID -2182996)

VARGHESE K X (BID ID -2183784)

Bidder Name

V P DHANANJAYAN

VARGHESE K X

SANTHOSH P S