}

Tender For General-Athiyannoor Gp 2025-26-Proj No 68 Maruthamkodu Parachekulam Road Retarring Ward 15-General Civil Work - Maintenance 2 3.2:Preparation Of Foundation For Embankment
Scarifying Existing Bituminous Surface To A Depth Of 150 Mm By Mec, athiyannoor-Kerala

Local Self Government Department has published Tender For General-Athiyannoor Gp 2025-26-Proj No 68 Maruthamkodu Parachekulam Road Retarring Ward 15-General Civil Work - Maintenance 2 3.2:Preparation Of Foundation For Embankment
Scarifying Existing Bituminous Surface To A Depth Of 150 Mm By Mec. Submission Date for this Tender is 23-08-2025. Road Work Tenders in athiyannoor Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

50707052
Tender For General-Athiyannoor Gp 2025-26-Proj No 68 Maruthamkodu Parachekulam Road Retarring Ward 15-General Civil Work - Maintenance 2 3.2:Preparation Of Foundation For Embankment <Br> Scarifying Existing Bituminous Surface To A Depth Of 150 Mm By Mec
Tender
Indian
Kerala
Athiyannoor
23-08-2025

Tender Details

Tender For General-Athiyannoor Gp 2025-26-Proj No 68 Maruthamkodu Parachekulam Road Retarring Ward 15-General Civil Work- maintenance 2 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 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 OD158300/2025-2026: 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. quantity for 300 m3 5 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 6 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 7 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. 8 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. 9 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) 10 75.5.11.2.A.2Z:Mix Seal Surfacing - Mechanical Means - Type A - Bitumen S-65 and Antistripping Agent <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 Mechanical Means <br> Type A <br> (II) Bitumen (S-65) 11 OD226111/2025-2026:Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15cm deep and disposal of rubbish lead up to 50m and lift up to 1.5m 12 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) 13 OD164120/2025-2026:Supplying and Fixing Information Board 75x60 cm size using GI pipes as post and 1mm MS sheet surrounded by MS angles including painting, lettering and fixing etc. complete.

Key Value

Document Fees
INR 2055 /-
EMD
INR 23285.0 /-
Tender Value
INR 9.31 Lakhs /-

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