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 Reasphalting Road Work And Drain Work From Dhanraj House To Harish House And Interlock Work From Ravi House To Kalhalli Kumar House At Ward No 07 And Interlock Work From Rammandhir To Iron Mohan House At Ward No 11 Within Cmc Limits. in Mysuru, Karnataka, with an estimated contract value of Rs. 17,39,999. The bid opening date for this tender is 27-01-2025 and the last date for bid submission is 11-02-2025. 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.
Costs
EMD
₹ 43,500Document Cost
Refer DocumentsTender Fee
₹ 500
Description
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Contact
Tender Id
DMA/2024-25/OW/WORK_INDENT34402Tender No
DMA/2024-25/OW/WORK_INDENT34402Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
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Documents
BOQ Items
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code_14 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by 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.(I.No.5.31 P.No 43 Commom SR 2023-24 Vol-III)
20.63
10456
215718.8328
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code_13 - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom(I.No.5.32 P.No 43 Commom SR 2023-24 Vol-III)
825
12
10197
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code_04 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (I.No.3.1 P.No 17 Commom SR 2023-24 Vol-III)
73.6
87
6443.68
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code_09 - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification)(I.No.6.8.2 P.No 51 Commom SR 2023-24 Vol-III)
335
1195
400603.05
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code_15 - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level uniform and free from streaks and holes.(I.No.8.15 P.No 67 Commom SR 2023-24 Vol-III)
44
545
24019.6
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code_06 - Providing, laying, spreading and compacting graded stoneaggregate to Wet Mix Macadam specification includingpremixing the Material with water at OMC in mechanical mixplant carriage of mixed Material by tipper to site, laying inuniform layers withpaver/grader in sub-base / base course onwell prepared surface and compacting with vibratory roller toachieve the desired density.(I.No.4.17 P.No 26 Commom SR 2023-24 Vol-III)
81.75
2635
215474.1975
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code_01 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. (I.No.1.12 P.No 8 Commom SR 2023-24 Vol-III)
64
97
6262.4
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code_02 - Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead(I.No.3.5 P.No 17 Commom SR 2023-24 Vol-III)
225
6
1390.5
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code_03 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 1.50 m (I.No.1.14.1 P.No 08 Commom SR 2023-24 Vol-I)including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.50 m (I.No.1.4 P.No 05 Commom SR 2023-24 Vol-I)
40.5
105
4254.93
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code_10 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The ranite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(I.No.2.4.1 P.No 16 Commom SR 2023-24 Vol-I)
1.8
6596
11873.016
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code_08 - Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications. (I.No.2.11h P.No 18 Commom SR 2023-24 Vol-I)
0.48
81381
39063.0384
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code_12 - Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by 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(I.No.5.6A P.No 30 Commom SR 2023-24 Vol-III)
41.25
7762
320185.8
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