Tender For Annual Plan-Purameri Gp 2025-26 Water Tank Laksham Veedu Road Improvements.-Water Tank Laksham Veedu Road Improvements.-General Civil Work - Road 2 3.15.1:Compacting Original Ground
(I) Compacting Original Ground Supporting Embankment

Local Self Government Department has published Tender For Annual Plan-Purameri Gp 2025-26 Water Tank Laksham Veedu Road Improvements.-Water Tank Laksham Veedu Road Improvements.-General Civil Work - Road 2 3.15.1:Compacting Original Ground
(I) Compacting Original Ground Supporting Embankment

Tender Notice

TDR

50462547

Tendering Authority

Tender Brief

Tender For Annual Plan-Purameri Gp 2025-26 Water Tank Laksham Veedu Road Improvements.-Water Tank Laksham Veedu Road Improvements.-General Civil Work - Road 2 3.15.1:Compacting Original Ground <Br> (I) Compacting Original Ground Supporting Embankment <B

Bidding Type

Tender

Competition Type

Indian

State

Kerala

City

Kozhikode

Last Date of Bid Submission

07-08-2025

Tender Documents

• JV / Consortiun Partner
• Sub Contracting
• Liasoning Agent
• Bid Consulting

Tender Details

Tender For Annual Plan-Purameri Gp 2025-26 Water Tank Laksham Veedu Road Improvements.-Water Tank Laksham Veedu Road Improvements.-General Civil Work - road 2 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. 3 4.9: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 4 75.5.1.1pb: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 5 75.5.2.3pb: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. 6 75.5.11.1.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)

Key Value

Document Fees

INR 1005 /-

EMD

INR 11370.0 /-

Tender Value

INR 4.54 Lakhs /-

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