Visvesvaraya Jala Nigam Limited Tender
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The VJNL has issued a formal invitation for competitive bids for the Visvesvaraya Jala Nigam Limited project, for Constrution Of Pickup In Mahadeva S/o Chikkaranganayaka And Eranna S/o Chikkaranganayaka Land Of Sy.no. 86 In Bhuvanahalli Village,kasaba Hobli, Sira Tq. in Tumakuru, Karnataka, with an estimated contract value of Rs. 42,29,252. The bid opening date for this tender is 03-04-2025 and the last date for bid submission is 17-04-2025. Interested bidders for Visvesvaraya Jala Nigam Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Visvesvaraya Jala Nigam Limited - VJNL Tender
Opening Date3 Apr 2025
Closing Date17 Apr 2025
Tender Amount₹ 42,29,252.51
Costs
EMD
₹ 84,600Document Cost
Refer DocumentsTender Fee
₹ 1,060
Description
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Contact
Tender Id
VJNL/2024-25/AB/WORK_INDENT223Bid Award Id
ViewTender No
VJNL/2024-25/AB/WORK_INDENT223Tender Authority
Visvesvaraya Jala Nigam Limited ViewPurchaser Address
-Website
http://http://vjnl.in/en/
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Documents
BOQ Items
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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
5.31
79011
419548.41
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code01 - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical Means using Dozer, (a) In area of light jungle
30
393
11790
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code07 - Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete.
1380
629
868020
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code03 - Providing and laying in position Cement Concrete for levelling course forall works in foundation.The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges ofmachinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates)
25.67
5989
153737.63
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code02 - 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 3 m
1824.81
102
186130.62
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code06 - Providing impervious filling adjacent to masonry / concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering & all necessary works as directed and complete as per specification
77.35
257
19878.95
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