Indian Tenders

Tender Notice
TDR 55584351
Tendering Authority Rural Development Department
Tender No SEC/LSGD/BPSBY/5808171-25
Tender ID 2026_CRD_851811_6
Tender Brief Tender For Ncfrw-Frw Works -634/2025/Dmd-Wyd20- Restoration And Improvement Of Mundakkolly Muthachikkuni Road -Nenmeni Gp -Rs.10,00000/--General Civil Work
City Wayanad
State Kerala
Document Fees INR 1870 /-
EMD INR 21175.0 /-
Tender Value INR 8.47 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Ncfrw-Frw Works -634/2025/Dmd-Wyd20- Restoration And Improvement Of Mundakkolly Muthachikkuni Road -Nenmeni Gp -Rs.10,00000/--General Civil Work

Key Dates
Publish Date 19-05-2026
Last Date of Bid Submission 28-05-2026
Tender Opening Date 29-05-2026

Contact Information
Company Name Rural Development Department
Contact Person Secretary LSGD, Sulthan Bathery Block Panchayath
Address Secretary ,S.Bathery BP Office

BOQ Items
Name of Work:- NCFRW-FRW Works -634/2025/DMD-WYD20- Restoration and Improvement of Mundakkolly Muthachikkuni Road -Nenmeni GP -Rs.10,00000/--General Civil Work
Sl. No. Item Description
1Road Re-Tarring
23.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
34.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead
475.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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
575.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.
675.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65)
73.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation 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.
875.8.1.1.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)
9OD523534/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting ,2 mmthick supported on 2 nosGI pipe 40mm dia firmly fixed to the ground by means of properly designed foundation withM-15 grade cement concrete200mmx200mmx 500mm , 500mm below ground level as perdrawings and Technical Specification Clause 1701. 600x450mm Rectangular Please Enable Macros to View BoQ information

Other Detail
Information Source https://etenders.kerala.gov.in
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