Municipal Corporation Tender

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Municipal Corporation - AMCA Tender

Services
Civil And Construction
Eprocure
Opening Date21 Feb 2025
Closing Soon27 Feb 2025
Tender Amount₹ 8,73,071 
Notes
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Costs

  • EMD

    ₹ 8,731
  • Document Cost

    ₹ 600
  • Tender Fee

    ₹ 500

Description

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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401-- Plant Mix Method and Grading - III Material

44.48

2663

118454.27

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Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete.

44.48

4296

191082.39

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Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge ( initial lead of 5.00 Km for raw materials up to plant site) M.O.R.T.and H 2013. Cl-602

59.3

8367

496177.33

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CONCRETE Taking of core samples in concrete pavement. (Excluding Dead Journey Charges)

1

2870

2870

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CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes).

1

690

690



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