Directorate Of Municipal Administration Tender
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Directorate Of Municipal Administration - DMA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Mar 2025
Closing Soon9 Mar 2025
Tender Amount₹ 1,38,90,460
Costs
EMD
₹ 1,39,000Document Cost
₹ 1,180Tender Fee
₹ 500
Description
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Contact
Tender Id
2025_DMA_1155979_2Tender No
MCJ/ETENDR/NIT7/2024-25Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://https://mahadma.maharashtra.gov.in/
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Documents
BOQ Items
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Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
1223.76
479
586721.41
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Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
1223.76
82
100471.02
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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.
5063.85
21
110493.21
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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
421.99
2341
987873.91
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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
316.49
2350
744045.02
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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.
421.99
4267
1800795.81
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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.
1054.97
8010
8450997.97
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Royalty and testing GF
-
-
-
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ROYALTY CHARGES FOR OTHER MINERALS
1223.76
216
264552.44
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ROYALTY CHARGES FOR SAND
646.69
237
153504.81
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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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