Local Self Government Department Tender
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Costs
EMD
₹ 10,584Document Cost
₹ 935Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_LSGD_725059_1Tender No
58/AE/LSGD/KZMD/24-25Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
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75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.
694.3
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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)
694.3
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3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
102
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4.1.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
7.14
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OD258480/2024-2025:od1262281/2021/2022:providing and laying of interlocking concrete block pavements using 80mmM40 block of approved size design& shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc all complete as per the direction of engineer in-charge
166.6
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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)
0.98
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name board
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OD243240/2024-2025:Providing name board of average size 90cm x 60cm fixing with 50mm GI pipe post including bottom concreting, painting lettering etc complete - as detailed below. Earth work excavation in all class of soil, PCC 1:4:8 10cm thick, bottom pedestal of size 30x30x45cm with CC 1:2:4, 50mm GI pipe as main post of average length 145cm, support strut with 25mm GI pipe 2 Nos 50cm, 1mm thick MS sheet board of frame with 40x40x6mm angle iron and 3mm thick ms gusset plates at junctions, over all painting with synthetic enamel paint and lettering with synthetic enamel paint.
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