Tender For Mla-Sdf-Mla-Sdf 2023-24-V.N Vasavan M.L.A, Thommiyachen Karikulam Road Tarring, Ward 08, Neendoor Gramapanchayath-General Civil Work - Retarring & Side Concreting 2 Od397614/2023-2024:Preparation Of Foundation For Embankment
Scarifying Th, neendoor-Kerala

Tender For MLA-SDF-MLA-SDF 2023-24-V.N Vasavan M.L.A, Thommiyachen karikulam road tarring, ward 08, neendoor gramapanchayath-General Civil Work - retarring & side concreting 2 OD397614/2023-2024:Preparation of Foundation for Embankment <br>Scarifying the existing bituminous road surface to a depth of 150 mm andcompacting the aggregates obtained formscarification with power rolleras per direction of departmrntal officers at site 3 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 4 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding 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 5 75.5.2.1pb:Tack Coat - With Packed Bitumen RatesProviding 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. 6 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen RatesProviding, 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 MeansType A(II) Bitumen (S-65) 7 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) 8 OD397617/2023-2024:Supplying and fixing nameboard 9 OD397616/2023-2024:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish,lead upto 50m and lift upto 1.5m All kinds of soil

INR 620 /-

INR 6986.0 /-

INR 2.79 Lakhs /-