Directorate Of Municipal Administration Tender
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Directorate Of Municipal Administration - DMA Tender
Eprocure
Opening Date28 Feb 2019
Closing Date7 Mar 2019
Tender Amount₹ 17,93,778
Costs
EMD
₹ 17,938Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_DMA_429917_1Bid Award Id
ViewTender No
civil department (35) 18-19 municipal council ParTender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://https://mahadma.maharashtra.gov.in/
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Documents
BOQ Items
Construction of granular sub-base by providing close graded Material, mixing in a echanical 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 roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material
61.05
117062
1917.49
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 atch 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 subgrade surface if required etc. complete.
81.4
280891
3450.75
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 atch 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 subgrade surface if required etc. complete.
814
16084
19.76
Providng & laying in cast in situ /Ready Mix cement concrete in M20 of trap/granite/quartizite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water Steel centering,formwork laying/pumping compacting roughening etc
97.68
558932
5722.08
Cutting transverse contraction joints 3 to 4 mm wide and depth
60mm. .in concrete slab using concrete cutting machine with diamond
studded saw within 48 hours of casting of bay / slab etc. complete
including subsequent widening of the groove 8 to 10 mm. wide at top
having depth of 15 mm. as directed by Engineer incharge.
51.8
3512
67.8
Providing to contraction joints lysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per etailed drawing including fixing Polyethylene foam backer rod of required diameter
(appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer.
(A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide)
51.8
7272
140.4
Material Testing Charges Cement
1
6600
6600
Aggregate
1
2000
2000
Sand
1
2000
2000
Cement concrete cube
3
3600
1200
Mix Design
1
24200
24200
Royalty
302.92
42814
141.34
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