PATTIAM GP KANNAVAM COMMUNITY HALL ROAD IMPROVEMENT

Amount

Retarring

3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade 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 upto 1000 m as per Technical Specification Clause 303.1.

2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses

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

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

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.

OD160792/2024-2025:Mixseal surfacing manual means type A Bitumen s 65 using shredded plastic prividung laying and rolling of closegraded premix surfyfacing materialof 20mm thickness composed of 1.2 mm to 0.90mm (type A )or 13.2mm to 0.9 mm (typeb)aggregate coated with shredded plastic (3%by weight of bitumen)as per standard procedure 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 abd rolling with a three wheel 8-10kn static roller and finishing to required level and grade as per tecnical specification clase 509by mann=ual means typeA (ll)bitumen (S-65)

Ajith T M

Bidder Name

MANOJ. K

Ajith T M