Local Self Government Department Tender
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Costs
EMD
₹ 21,135Document Cost
₹ 1,865Tender Fee
Refer Documents
Summary
Project No.689/2024-25-construction Of Drainage In Thaliyil Kotta Juma Masjid Road And Renovation Of West Club Road In Ward 48, Kottayam Municipalitty
Description
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Contact
Tender Id
2024_LSGD_707454_1Tender No
06/AE/TZNL/KTM/2024-25Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://http://lsgkerala.gov.in/
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Documents
BOQ Items
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)
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)
0.75
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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
4.05
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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
0.39
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side protection and step
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OD75061/2024-2025:DRY Rubble Masonry with hard stone, including through/ bond stone in foundation and super structure including packing to compactness to lines and levels, cost and conveyance of all materials labour charge etc. complete as per approved drawing and relevant technical specification
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)
3.2
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INTERLOCK PAVING
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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.
348
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6.1.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
40.6
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OD170032/2024-2025:Interlocking Concrete Block Pavement Providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504
464
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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)
2.56
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