Indian Tenders

Tender Notice
TDR 55584464
Tendering Authority Local Self Government Department
Tender No 01/AE/LSGD/MNLR/2026-27
Tender ID 2026_LSGD_851833_2
Tender Brief Tender For Annual Plan-Manalur Gp 2025-2026 Rennovation Of Laksham Veedu Colony Road -Project-265/26-General Civil Work
City Thrissur
State Kerala
Document Fees INR 2150 /-
EMD INR 24362.0 /-
Tender Value INR 9.74 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Annual Plan-Manalur Gp 2025-2026 Rennovation Of Laksham Veedu Colony Road -Project-265/26-General Civil Work

Key Dates
Publish Date 20-05-2026
Last Date of Bid Submission 28-05-2026
Tender Opening Date 30-05-2026

Contact Information
Company Name Local Self Government Department
Contact Person ASSISTANT ENGINEER
Address O/oAsst Engineer LSGD Manalur GP

BOQ Items
Name of Work:- Annual Plan-Manalur GP 2025-2026 Rennovation of laksham veedu colony Road -Project-265/26-General Civil Work
Sl. No. Item Description
175.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
23.2: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.
34.9: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
475.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <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
575.5.2.3pb:Tack Coat - With Packed Bitumen Rates <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.
675.5.2.2pb:Tack Coat - With Packed Bitumen Rates <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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
775.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65)
83.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
9OD492891/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in placemethod normal. Construction of granular sub-base by providing local material spreading inuniform layers with motor grader on prepared surface, mixing by mix in place method withrotavator at once and compacting with smooth wheel roller to achieve the desired densitycomplete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mixsoil.
1075.8.1.1.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) Please Enable Macros to View BoQ information

Other Detail
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