Directorate Of Municipal Administration Tender

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Directorate Of Municipal Administration - DMA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date3 Mar 2025
Closing Soon9 Mar 2025
Tender Amount₹ 80,55,387 
Notes
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Costs

  • EMD

    ₹ 81,000
  • Document Cost

    ₹ 1,180
  • Tender Fee

    ₹ 500

Description

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BOQ Items

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DO_NOT_SHOW

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Supplying hard murum/ kankar at the road site, including conveying and stacking complete.

708.4

479

339634.34

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Spreading hard murum/ soft murrum/ gravel or kankar for side width complete

708.4

82

58159.48

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Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.

2931.3

21

63960.97

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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material

244.28

2341

571847.78

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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material

183.21

2350

430702.65

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Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) 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. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.

244.28

4267

1042421.58

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Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, 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. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.

610.69

8010

4892013.93

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Royalty and testing GF

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-

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ROYALTY CHARGES FOR OTHER MINERALS

708.4

216

153141.91

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ROYALTY CHARGES FOR SAND

374.35

237

88859.46

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BASIC TEST OF AGGREGATE

1

2600

2600

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HARD-MURUM COMPACTION TEST

1

1860

1860

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COMPRESSIVE STRENGTH OF C.C CUBE (SET OF 3 CUBE)

24

690

16560

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CONCRETE MIX DESIGN M30

1

13755

13755



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