Directorate Of Municipal Administration Tender
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The DMA has issued a formal invitation for competitive bids for the Directorate Of Municipal Administration project, for Asphalting Of Sharadamba Road In Bailoor Ward in Udupi, Karnataka, with an estimated contract value of Rs. 9,98,609. The bid opening date for this tender is 06-08-2024 and the last date for bid submission is 20-08-2024. Interested bidders for Directorate Of Municipal Administration tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Directorate Of Municipal Administration - DMA Tender
Opening Date6 Aug 2024
Closing Date20 Aug 2024
Tender Amount₹ 9,98,609.1
Costs
EMD
₹ 25,000Document Cost
Refer DocumentsTender Fee
₹ 500
Description
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Contact
Tender Id
DMA/2024-25/RD/WORK_INDENT24712Bid Award Id
ViewTender No
DMA/2024-25/RD/WORK_INDENT24712Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
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Documents
BOQ Items
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code04 - Providing and applying primer coat with SS1 grade BituminousEmulsion on prepared surface of granular Base including cleaningwith mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means Sl. No.5.2-502 P.No. 31/CSR 2024-25 VOL-3
277.5
59
16472.4
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code05 - Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (using VG-30 Grade Bitumen) PWD SR 2024-25 Vol:3 P.NO.10.4.No:10.4
64.75
175
11385.64
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code02 - Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density Sl. No.4.17, 406 P.No. 31/CSR 2024-25 VOL-3
41.63
2866
119314.9104
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code08 - Providing and laying Bituminous Macadam with 40/60 tphcapacity hot mix plant using crushed aggregates of specifiedgrading premixed with bituminous binderby weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction P.NO32,SL.NO.5.6C, 504(i) C CSR 2024-25 vol-3
46.25
8357
386531.6
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code09 - Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates of specified grading premixed with bituminous binderby weight of mix and filler, transported to site,laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. P.G.NO43, SL.NO.5.31 21-A CSR 2024-25 vol-3 , IRC-37: 2018
23.13
11370
262993.6512
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code06 - Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) .Removal of all failed material, trimming of completedexcavation to provide firm vertical faces, cleaning of surface,painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminousmaterial as per clause 510 using HMP 40/60 TPH Capacitycompacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD SR 2024-25 Vol:3 P.NO.91.No:10.5
32.38
477
15449.1456
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code10 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications (Pg 7, Item No. 1.10 Vol I PWDSR 2023-24)
29.6
179
5304.32
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