Tender For Kottakkal Municipality 2025-26-Various Works Under Cluster -D, kottakkal-Kerala

Tender For Kottakkal Municipality 2025-26-Various Works Under Cluster -D--1 APPENDIX A - Pro.No : 518/26 SIDE CONCRETE TO SMR KAIPPALLIKKUND ROAD BALANCE PORTION WARD 3 2 Road Renovation 3 3.5.1 Excavation in Cutting in Soil by manual means with lead upto 50 m <br>Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 4 OD67748/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade 5 OD67747/2025-2026 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate:4course aggregate) laid to required slope and camber in panels as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) (excluding form work) 6 APPENDIX B - Pro.No : 50/26 RE TARRING WORKS TO ABHILASH MALL ROAD WARD 3 7 Road Renovation 8 3.5.2 Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 9 OD67534/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade 10 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 subbase 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 11 5.1.1a Prime Coat :- Low porosity <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 12 5.5.B.2a Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br>Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65) 13 5.2.1a Tack Coat<br> Providing 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. 14 5.2.3a Tack Coat <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. 15 5.11.1.A.2a Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) 16 APPENDIX C - Pro.No : 51/26 CONCRETING WORKS TO ALAMBATTIL INNEKKAL ROAD SECOND REACH WARD 8 17 Road Concreting 18 3.5.1 Excavation in Cutting in Soil by manual means with lead upto 50 m <br>Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 19 OD67811/2025-2026 Filling with Quarry Muck.Filling up low lying and water logged areas with local material/ quarry muck,spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade 20 OD67810/2025-2026Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate:4course aggregate) laid to required slope and camber in panels

INR 5900 /-

INR 1.10 Crore /-

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