Tender For Annual Plan-Kinanoor Karindalam Gp - Proj:No : 372/2024-25. Kakkol- Vetradi Road Improvement.-372-General Civil Work - Road Improvement 2 4.9:Wet Mix Macadamproviding, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam, Kasaragod-Kerala

Tender For Annual Plan-Kinanoor Karindalam Gp - Proj:No : 372/2024-25. Kakkol- Vetradi Road Improvement.-372-General Civil Work - ROAD IMPROVEMENT 2 4.9:Wet Mix MacadamProviding, 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 3 5.1.1a:Prime Coat :- Low porosityProviding 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 4 5.2.3a:Tack Coat 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. 5 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65Providing, 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 509By Manual Means :- Type A(II) Bitumen (S-65) 6 3.14:Construction of Subgrade and Earthen Shoulders 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.

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	11-04-2025	No 372/2024-25. KAKKOL- VETRADI ROAD IMPROVEMENT	Date	14-04-2025

INR 1370 /-

INR 15484.0 /-

INR 6.19 Lakhs /-