Local Self Government Department Tender
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Costs
EMD
₹ 11,639Document Cost
₹ 1,030Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_LSGD_725066_13Bid Award Id
ViewTender No
02/ET/AE/LSGD/KLGD/2024-25Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
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75.5.1.1pb: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
550
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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.
550
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75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65)
550
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3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
21.9
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OD230060/2024-2025:Granular Sub-base/base/surface course with local Material (Table 400.13) (A) By Mix in Place Method Construction of granular sub-base by providing local material, spreading in uniformlayers with manually mixing , mixing by mix in place method and compacting with rammers to achieve the desired density, complete as per clause 401.4 as per Technical Specification Clause 408 (i) using naturally occuring gravel
8.76
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75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
13.14
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OD152307/2024-2025:Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc.. complete-Using GI hollow tube of size 80 x 40 x 1.4mm post outer frame ,0.6mm thick iron sheet of size 90 x 60 cm with two coat of enamel painting over a coat of primer lettering with suitable colour and size fixing in ground using CC 1:2:4 etc complete
1
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