}

Tender For Annual Plan-Ajanur Gp-Pro.No.148/25-26-Maintenance Of Vaniyampara Dinesh Bheedi Company Road-General Civil Work - Road Maintanance 2 3.2:Preparation Of Foundation For Embankment
Scarifying Existing Bituminous Surface To A Depth Of 150 Mm, Kasaragod-Kerala

Local Self Government Department has published Tender For Annual Plan-Ajanur Gp-Pro.No.148/25-26-Maintenance Of Vaniyampara Dinesh Bheedi Company Road-General Civil Work - Road Maintanance 2 3.2:Preparation Of Foundation For Embankment
Scarifying Existing Bituminous Surface To A Depth Of 150 Mm. Submission Date for this Tender is 12-09-2025. Road Work Tenders in Kasaragod Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

50995867
Tender For Annual Plan-Ajanur Gp-Pro.No.148/25-26-Maintenance Of Vaniyampara Dinesh Bheedi Company Road-General Civil Work - Road Maintanance 2 3.2:Preparation Of Foundation For Embankment <Br> Scarifying Existing Bituminous Surface To A Depth Of 150 Mm
Tender
Indian
Kerala
Kasaragod
12-09-2025

Tender Details

Tender For Annual Plan-Ajanur Gp-Pro.No.148/25-26-Maintenance Of Vaniyampara Dinesh Bheedi Company Road-General Civil Work - road maintanance 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 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 4 OD263970/2025-2026:Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.( Modified 4.11.2) 5 75.8.1: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 (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) 6 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. 7 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) 8 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)

Key Value

Document Fees
INR 560 /-
Tender Value
INR 2.53 Lakhs /-

Attachment

FileName File Description File Size
Click here to download tender document Tender Documents 0 KB
Click here to download tender document Tender Documents 0 KB
Click here to download tender document Tender Documents 0 KB
Click here to download tender document Tender Documents 0 KB
Click here to download tender document Tender Documents 0 KB
Click here to download tender document Tender Documents 0 KB
Click here to download tender document Tender Documents 0 KB
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