Local Self Government Department Tender
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The LSGD has issued a formal invitation for competitive bids for the Local Self Government Department project, for Annual Plan-vechoor Gp-project No 203/24- 25-maintenance Of Valyara Punnappozhi Road Ward 3 in Kottayam, Kerala, with an estimated contract value of Rs. 3,21,204. The bid opening date for this tender is 07-02-2025 and the last date for bid submission is 17-02-2025. Interested bidders for Local Self Government Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 8,030Document Cost
₹ 710Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_LSGD_734522_1Bid Award Id
ViewTender No
25/AE/LIDEW/VCHR/24-25/203Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BID SECURITY REMITTANCE AND BID SUBMISSION FEE REMITTANCE
BOQ Items
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75.8.1.1.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)
2.5
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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
45
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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)
300
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OD421875/2024-2025:Scarifying existing road surface to a depth of 150mm and compacting the obtained aggregates from scarifying with power roller ,as per diretion of departmental officials at site
300
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OD421876/2024-2025:QUARRY MUCK Filling (with roller consolidation)by spreading in uniform layers on prepared surface and compacting by three wheel 80-100KN static road roller to achieve the desired density etc. complete as per technical specification Clause 408.Using Quarry waste (MORD)
33.95
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Kottayam, Kerala