Annual plan -RamankaryGP- 30/25-26 Telephone exchange to manaladi jetty road maintenance ward 1

Amount

Road Maintenance

OD148868/2025-2026:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from scarifying with power roller as per technical specification clause 301.4

OD148876/2025-2026:Construction of subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts and lead transporting to site,spreading,grading to required slope and compacted to meet the requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1 (3.14 modified with increased compensation and additional conveyance kuttanad thaluk DSoR

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

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)

OD252227/2025-2026:Construction of enbankment with approved material obtained from borrow pits with a lift up to 1.5 m transporting to site spreading gradinr to required slope and compacting to meet with requirement of tables 300-1and 300-2 with a lead up to 1000 mas per technical specification (without Roller) clause 301.5 (with power roller )

SHIBU S G (BID ID -2331041)

Bidder Name

VARGHESE K X

SHIBU S G