Tender For Annual Plan-Pr No-1586/25-26 Kollan Mukk Gurikkal Mukk Road In Div 18 In Chelora Zonal In Kannur Municipal Corporation-A Nnual Plan 2025-26 Kannur Corporation Chelora Zonel Kollanmukk Gurukkalmukk Road Tarring- Division 18-General Civil Wo, Kannur-Kerala
TDR : 55682673
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Kannur
Kerala
Tender For Annual Plan-Pr No-1586/25-26 Kollan Mukk Gurikkal Mukk Road In Div 18 In Chelora Zonal In Kannur Municipal Corporation-A Nnual Plan 2025-26 Kannur Corporation Chelora Zonel Kollanmukk Gurukkalmukk Road Tarring- Division 18-General Civil Wo
Name of Work:- Annual Plan-PR NO-1586/25-26 Kollan mukk Gurikkal mukk road in DIV 18 in Chelora zonal in Kannur municipal corporation-A NNUAL PLAN 2025-26 KANNUR CORPORATION CHELORA ZONEL KOLLANMUKK GURUKKALMUKK ROAD TARRING- DIVISION 18-General Civil Work
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Item Description
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ROAD TARRING
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3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
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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
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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
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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.
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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)
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75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4)
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OD475576/2025-2026:lettering with black japan paint of approved brand and manufacture
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OD475577/2025-2026:Supplying and fitting name board of size 75x45 cm made with GI plain sheet 1.25 mm thick(class III) fitted with 35x35x5 mm MS angle 2 Nos horizontally and 3 Nos vertically to make aframe for strengthening th GI sheet fitted with 2 Nos 40 mm GI pipew vertically 1.5 mm abovefrom ground level and fixing in cement concrete 1:2: 4 40x40x40 cm including cost andconveyance of all materials and labour charges fabricating etc complete Please Enable Macros to View BoQ information
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