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 Cmlrrp-kottayam-vaikom Vechoor G.p-tarring Of Koduthuruth Mattom Sndp Valachakari Road In W-5 in Kottayam, Kerala, with an estimated contract value of Rs. 16,94,809. The bid opening date for this tender is 18-05-2023 and the last date for bid submission is 27-05-2023. 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.
Local Self Government Department - LSGD Tender
Opening Date18 May 2023
Closing Date27 May 2023
Tender Amount₹ 16,94,809
Costs
EMD
₹ 42,370Document Cost
₹ 2,760Tender Fee
Refer Documents
Summary
Cmlrrp-kottayam-vaikom Vechoor G.p-tarring Of Koduthuruth Mattom Sndp Valachakari Road In W-5
Description
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Contact
Tender Id
2023_LSGD_576977_1Bid Award Id
ViewTender No
ET1/AE/LID and EW/VCHR/2023-24/MattomTender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
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10.4.A.1:Direction and Place Identification signs with size more than 0.9 sqm size board <br> A. Retro-reflectorised Traffic Signs <br> 1 Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
2.16
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75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)
1312.5
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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)
18.75
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OD1884/2023-2024:Granular sub-base/base/surface course with local materials ( QUARRY MUCK) (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, mixing by mix in place method and compacting by three wheel 80-100 KN static roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using Quarry waste (with power roller) (MORD)
229
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75.5.2.3pb: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.
1312.5
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10.1.2:Printing New Letters and Figures of any Shade<br> Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 <br>English and Roman
2800
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Road Re Tarring
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75.5.1.1pb: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
1312.5
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