}

Tender For Annual Plan-Azhikode Gp- 340/25-26 Pre Metric Hostel Road Tarring-Pre Metric Hostel Road Tarring-General Civil Work - Road Taring 2 3.5.2:Excavation In Soil With Dozer With Lead Upto 100 Mexcavation For Roadway In Soil By Mechanical Means Inc, azhikode-Kerala

Local Self Government Department has published Tender For Annual Plan-Azhikode Gp- 340/25-26 Pre Metric Hostel Road Tarring-Pre Metric Hostel Road Tarring-General Civil Work - Road Taring 2 3.5.2:Excavation In Soil With Dozer With Lead Upto 100 Mexcavation For Roadway In Soil By Mechanical Means Inc. Submission Date for this Tender is 11-08-2025. Road Work Tenders in azhikode Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

50459258
Tender For Annual Plan-Azhikode Gp- 340/25-26 Pre Metric Hostel Road Tarring-Pre Metric Hostel Road Tarring-General Civil Work - Road Taring 2 3.5.2:Excavation In Soil With Dozer With Lead Upto 100 Mexcavation For Roadway In Soil By Mechanical Means Inc
Tender
Indian
Kerala
Azhikode
11-08-2025

Tender Documents

Tender Details

Tender For Annual Plan-Azhikode Gp- 340/25-26 Pre Metric Hostel Road Tarring-Pre Metric Hostel Road Tarring-General Civil Work - Road taring 2 3.5.2:Excavation in Soil with Dozer with lead upto 100 mExcavation 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. 3 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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. 4 4.1.A.3:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction 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. (iii) For Grading III Material 5 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 6 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 7 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding 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. 8 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) 9 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) 10 OD117195/2025-2026:Specification Code: od1242011/2021_2022 od1242011/2021_2022 :Supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheets 1.25 mm thick (class IIII ) fitted with 35 X35 x 4 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete. 11 10.1.2:Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 English and Roman

Key Value

Document Fees
INR 1495 /-
EMD
INR 16930.0 /-
Tender Value
INR 6.77 Lakhs /-

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