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 Construction Of Check Dam For The Halla Flows Between Kyasenahalli And Tumminkatte Village Of Kyasenhalligramapanchayathi In Jagalurutaluk, Davanagere Dist. in Chitradurga, Karnataka, with an estimated contract value of Rs. 1,05,88,094. The bid opening date for this tender is 05-06-2025 and the last date for bid submission is 20-06-2025. 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
Civil And Construction
Water Storage And Supply
Opening Date5 Jun 2025
Closing Soon20 Jun 2025
Tender Amount₹ 1,05,88,094.34
Costs
EMD
₹ 1,59,000Document Cost
Refer DocumentsTender Fee
₹ 2,650
Description
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Contact
Tender Id
VJNL/2025-26/DA/WORK_INDENT242Tender No
VJNL/2025-26/DA/WORK_INDENT242Tender Authority
Visvesvaraya Jala Nigam Limited ViewPurchaser Address
-Website
http://http://vjnl.in/en/
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Documents
Others - DTP Approval letter
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BOQ Items
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1.15.1 - 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 (SR Item No.1.14.1 page 37 of Vol-1 for (2023-24)
268.75
106
28525.125
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8.55 - Providing and fixing RCC name board of size 1.35x0.60x0.04m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown indrawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges.Spec. No. As directed by Engineer in charge (SR Item No.8.55 page :79 of Common SR Vol- 3, for 2023-24)
1
5861
5861
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2.11(H) - 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 (SR Item No.2.11 (h) page 97 of Vol-1 for (2023-24)
16.98
79011
1341606.78
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8.30 - Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade.(SR Item No.8.30 page :63 of Common SR Vol-3, for 2023-24)
2025
1
3240
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1.15.1 - 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 ordinary/soft rock without blasting (SR Item No.1.15.1 page 38 of Vol-1 for (2023-24)
558.13
377
210800.1197
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3.41.2 - Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete. (SR Item No.3.41.2 page 54 of Vol-4 for (2023-24)
755
455
343525
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8.2.2 - Cutting and removing jauliflora bushes above 1.50 m upto 3.00 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete. (SR Item No.8.2.2 page 101 of Vol-4 for (2023-24)
950
50
47975
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8.10 - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (SR Item No.8.10 page :66 of Common SR Vol-3, for 2023-24)
3.12
109
340.08
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3.3 - 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. (SR Item No.3.3 page 47 of Vol-4 for (2023-24)
1950
629
1226550
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2.1.5 - 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 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates .(SR Item No.2.1.5 page 60 of Vol-1 for (2023-24)
105.5
6156
649458
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1.12 - Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/ sluice, sluice canal and other allied works like abutments/wingwalls/returns/cutoff walls works & all necessary works as directed and complete as per specification.). (SRItem No.1.12 page 130 of Vol-4 for (2023-24)
849.2
6955
5906186
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