}

Tender For Vappanampalli Alakkandi Road Tarring In Ward No 16 Vappanampalli Alakkandi Road Tarring In Ward No 16 - Annual Plan-Padinjarathara Gp Annual Plan 2024-25 Pr No 371 Vappanampalli Alakkandi Road Tarring In Ward No 16(Own Fund-600000/-)-Pr No 371-, Wayanad-Kerala

Local Self Government Department has published Tender For Vappanampalli Alakkandi Road Tarring In Ward No 16 Vappanampalli Alakkandi Road Tarring In Ward No 16 - Annual Plan-Padinjarathara Gp Annual Plan 2024-25 Pr No 371 Vappanampalli Alakkandi Road Tarring In Ward No 16(Own Fund-600000/-)-Pr No 371-. Submission Date for this Tender is 10-02-2025. Road Work Tenders in Wayanad Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

47489516
Tender For Vappanampalli Alakkandi Road Tarring In Ward No 16 Vappanampalli Alakkandi Road Tarring In Ward No 16 - Annual Plan-Padinjarathara Gp Annual Plan 2024-25 Pr No 371 Vappanampalli Alakkandi Road Tarring In Ward No 16(Own Fund-600000/-)-Pr No 371-
Open Tender
Indian
Kerala
Wayanad
10-02-2025

Tender Documents

Tender Details

tender for Vappanampalli Alakkandi Road Tarring In Ward No 16 Vappanampalli Alakkandi Road Tarring In Ward No 16 - Annual Plan-PADINJARATHARA GP ANNUAL PLAN 2024-25 PR NO 371 VAPPANAMPALLI ALAKKANDI ROAD TARRING IN WARD NO 16(OWN FUND-600000/-)-PR NO 371-General Civil Work Sl. No. Item Description 1 Re tarring Ch:0/23 m to 153 m 2 OD328767/2024-2025:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m 3 3.2:Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying 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. 4 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 5 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen RatesConstruction 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. 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 75.5.2.1pb:Tack Coat - With Packed Bitumen RatesProviding 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. 9 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) 10 OD328777/2024-2025:Filling with contractors own earth ( excluding rock) in OPEN AREAS in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge 11 OD210950/2024-2025:Providing and fixing name board of size600mm x450mm using MS sheet 2mm thick,GI pipe 50mm fixing to ground using concrete M15of size 300x300x450mm

Key Value

Document Fees
INR 1120 /-
EMD
INR 12680.0 /-
Tender Value
INR 5.07 Lakhs /-

Attachment

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