}

Tender For Lrrp-Cmlrrp -2.0- 2024 - 25 Aroor Lac - Sl No.3179 Anganwadi Manezhath Road In Ward 2 Of Panavally Gp ,Alappuzha District-Panavally-General Civil Work - Retarring 2 Od239379/2025-2026:Scarifying The Existingroad Surface To A Depth Of 150Mm An, Alappuzha-Kerala

Local Self Government Department has published Tender For Lrrp-Cmlrrp -2.0- 2024 - 25 Aroor Lac - Sl No.3179 Anganwadi Manezhath Road In Ward 2 Of Panavally Gp ,Alappuzha District-Panavally-General Civil Work - Retarring 2 Od239379/2025-2026:Scarifying The Existingroad Surface To A Depth Of 150Mm An. Submission Date for this Tender is 29-08-2025. Road Work Tenders in Alappuzha Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

50770641
Corrigendum : Tender For Lrrp-Cmlrrp -2.0- 2024 - 25 Aroor Lac - Sl No.3179 Anganwadi Manezhath Road In Ward 2 Of Panavally Gp ,Alappuzha District-Panavally-General Civil Work - Retarring 2 Od239379/2025-2026:Scarifying The Existingroad Surface To A Depth Of 150Mm An
Tender
Indian
Kerala
Alappuzha
29-08-2025

Tender Details

Tender For Lrrp-Cmlrrp -2.0- 2024 - 25 Aroor Lac - Sl No.3179 Anganwadi Manezhath Road In Ward 2 Of Panavally Gp ,Alappuzha District-Panavally-General Civil Work - RETARRING 2 OD239379/2025-2026:Scarifying the existingroad surface to a depth of 150mm and compacting aggregate obtained from scarifying with power roller as per technical specifications 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 75.5.2.3pb: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. 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 OD161851/2025-2026:Providing and fixing of direction and place identification retro-refleciorised sign wiih 7 years warraniy manuÎactured as per IRC :67 made of Type IV micro prismaiic grade sheeting fixed over aluminium sheeting, 2 mm ihicY aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporring frame of MS angle 40x4()x6 and supponed on GI pipe pole 50mm NB-2 nos confiiming to IS 1239 firmly Îixed to the ground by means of properly designed Foundation with M 15 grade cement concrète min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved Oawing and clause 801 including letterin s mbols eic. Deri ed from MoRD s ec 10.3.A.2

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 29-08-2025 Date Exetension Date 29-08-2025

Key Value

Document Fees
INR 2760 /-
Tender Value
INR 22.87 Lakhs /-
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2025 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail