Indian Tenders

Tender Notice
TDR 55642544
Tendering Authority Local Self Government Department
Tender No 01/ET/AE/PPT/26-27
Tender ID 2026_LSGD_852159_1
Tender Brief Tender For Annual Plan-74/25-26-Improvement Works To Elarpatta Harijan Colony Kurunkattil Road In Pulpatta Gp-General Civil Work
City Pulpatta
State Kerala
Document Fees INR 710 /-
EMD INR 8039.0 /-
Tender Value INR 3.21 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Annual Plan-74/25-26-Improvement Works To Elarpatta Harijan Colony Kurunkattil Road In Pulpatta Gp-General Civil Work

Key Dates
Publish Date 22-05-2026
Last Date of Bid Submission 29-05-2026
Tender Opening Date 01-06-2026

Contact Information
Company Name Local Self Government Department
Contact Person ASSISTANT ENGINEER
Address O/o ASSISTANT ENGINEERLID EWSECTION PULPATTA GP

BOQ Items
Name of Work:- Annual Plan-74/25-26-Improvement Works to Elarpatta Harijan Colony Kurunkattil Road in pulpatta GP-General Civil Work
Sl. No. Item Description
1maintenance work
2OD517220/2025-2026: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. All kinds of soil
34.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
44.9: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
55.1.1a:Prime Coat :- Low porosity <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
65.2.3a:Tack Coat <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.
75.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> 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.
85.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)
95.2.1a:Tack Coat<br> Providing 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.
105.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) Please Enable Macros to View BoQ information

Other Detail
Information Source https://etenders.kerala.gov.in
Download FileName File Description File Size
Download 6dca6ea8-b9db-44e0-8409-07293b650bc9.html Tender Documents 0 KB
Download BOQ_1439893.xls Tender Documents 0 KB
Download NIT.pdf Tender Documents 0 KB
Download SBD.pdf Tender Documents 0 KB
Download tenderdoc.rar Tender Documents 0 KB
Download Tendernotice_1.pdf Tender Documents 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.