Local Self Government Department Tender
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Costs
EMD
₹ 42,366Document Cost
₹ 2,760Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_LSGD_733686_2Tender No
PP/EG7/2024-25/SE/249Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
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11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
26.24
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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)
6.56
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11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
12.3
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11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
1.14
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OD272004/2024-2025: Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (Modified DAR .10.25.2.)
108
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OD272010/2024-2025: Providing and fixing PVC pipes including&#39;s cutting, fixing and jointing of pipes, complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2 (Modified DAR 50.18.8.9.1)
4.05
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OD272009/2024-2025:Engaging labour for laying precast slab
5
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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.
6.15
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3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
134.63
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4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
87.11
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OD272005/2024-2025:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular subbase by providing local material spreading in uniform layers with manual means on prepared surface, spreading in layers, leveling the top at site and consolidation by ramming ,etc complete for improving the CBR value of subgrade.. &lt;br&gt;(ii) UsingGravel mix soil. (Modified Mord 4.11.2)
6.74
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OD272008/2024-2025:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. (Modified Mord 6.7.1 )
897.5
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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)
4.4
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