Indian Tenders

Tender Notice
TDR 55584107
Tendering Authority Local Self Government Department
Tender No Etdr 09/2026
Tender ID 2026_LSGD_851866_1
Tender Brief Tender For Amrut-Amrut 2.0-Pookode Zonal-Navajeevan Road Balance Portion- Ward 35-Guruvayur Municipality-General Civil Work
City Guruvayur
State Kerala
Document Fees INR 1180 /-
EMD INR 13358.0 /-
Tender Value INR 5.34 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Amrut-Amrut 2.0-Pookode Zonal-Navajeevan Road Balance Portion- Ward 35-Guruvayur Municipality-General Civil Work

Key Dates
Publish Date 19-05-2026
Last Date of Bid Submission 25-05-2026
Tender Opening Date 26-05-2026

Contact Information
Company Name Local Self Government Department
Contact Person ASSISTANT ENGINEER
Address Office of the Assistant Executive Engineer ,Guruvayor Municipality

BOQ Items
Name of Work:- AMRUT-AMRUT 2.0-Pookode Zonal-Navajeevan Road Balance Portion- Ward 35-Guruvayur Municipality-General Civil Work
Sl. No. Item Description
1Restoration of road
23.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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
3OD23096/2026-2027:Granular sub-base/base/surface course with local materials (Table 400:13) by mix in place method normal. Construction of granular sub-base by providing local 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. (ii) Using Gravel mix soil.
44.9: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
575.5.1.1pb: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
675.5.2.3pb: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.
775.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)
875.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65) Please Enable Macros to View BoQ information

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