Bruhat Bengaluru Mahanagara Palike Tender
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The BBMP has issued a formal invitation for competitive bids for the Bruhat Bengaluru Mahanagara Palike project, for Providing Asphalting, Drains And Other Allied Improvements Works In Ward No -110, Cv Raman Nagara in Bengaluru Urban, Karnataka, with an estimated contract value of Rs. 1,05,76,522. The bid opening date for this tender is 10-01-2025 and the last date for bid submission is 17-01-2025. Interested bidders for Bruhat Bengaluru Mahanagara Palike tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Bruhat Bengaluru Mahanagara Palike - BBMP Tender
Civil And Construction
Drainage Work
Opening Date10 Jan 2025
Closing Date17 Jan 2025
Tender Amount₹ 1,05,76,522.87
Costs
EMD
₹ 2,00,000Document Cost
Refer DocumentsTender Fee
₹ 2,650
Description
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Contact
Tender Id
BBMP/2024-25/OW/WORK_INDENT3288/CALL-2Bid Award Id
ViewTender No
BBMP/2024-25/OW/WORK_INDENT3288/CALL-2Tender Authority
Bruhat Bengaluru Mahanagara Palike ViewPurchaser Address
-Website
http://http://bbmp.gov.in/home
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Documents
BOQ Items
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code09 - 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. In all kinds of soils upto 300 mm depth (P.No. 8, I.No. 1.12 of PWD & CSR VOL-1 SR 2023-24)
622.39
104
65039.755
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code11 - Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work.( I.No. 6.3 of PWD & CSR VOL-3 SR 2023-24)
622.39
7451
4637676.846
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code05 - 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 granite/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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(Item No. 2.4.2/PWD CSR VOL-1 SR 2023-24)
61.64
7303
450161.2348
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code04 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures .
3.99
86912
346779.279
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code08 - Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately (P.No. 12, I.No. 2.19 of PWD & CSR VOL-3 SR 2023-24)
622.39
619
385446.127
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code06 - Providing and and fixing Precast Concrete slab 10 CM thick witth all lead and lift as per specification (Data Rate Approved)
145.8
2072
302097.6
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code02 - Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m (P.No. 5, I.No. 1.4.1 of PWD & CSR VOL-1 SR 2023-24)
321.75
266
85649.85
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code03 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications..Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates.(I.No.2.1.2 of PWD & CSR VOL-1 SR 2023-24)
32.31
6230
201304.224
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code10 - Construction of Dry lean cement concrete sub-base over a prepared sub grade with coarse and fine aggregates confirming to IS 383:2016 the size of coarse aggregates not exceeding 25mm replacing cement by fly ash to the extent of 20 percent, aggregate cement ratio not to exceed 12:1 aggregates gradation after blending to be as per table 600-1, cement & cementitious content not to be less than 140 kg/m3, optimum moisture content to be determined during trial length construction , concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.(P.No. 49, I.No. 6.3 of PWD & CSR VOL-3 SR 2023-24)
622.39
5208
3241718.315
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