Cauvery Neeravari Nigam Limited Tender
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Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 2,00,000Document Cost
Refer DocumentsTender Fee
₹ 2,000
Summary
Expansion Joint Treatment For The Aqueduct At Ch 8.24 Km And Improvements To Canal Embankment Of Hlbc, Removal Of Slipped Earth In Deepcut Reaches At Ch 2km To Ch 3km And Raising Of Embankment And Raising Of Canal Embankment In Vulnarable Reaches Of Dy 2 And Dy 3 Of Plic And Repairs To Damaged Canal Embankment At Ch 6.5km,8.5km And 21.50 Km Of Plic Main Canal And Improvements To Canal By Providing Box Drain In Ch1.0 Km To 1.2km Of D3 Of Plic And Improvements And Repairs To Konanuru And Hanagal
Description
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Contact
Tender Id
CNNL/2025-26/CN/WORK_INDENT2644Tender No
CNNL/2025-26/CN/WORK_INDENT2644Tender Authority
Cauvery Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
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Documents
BOQ Items
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004 - De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/ formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and complete with all lead and all lifts as the direction of Engineer Incharge
6637
98
655071.9
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005 - Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. c complete with all lead and all lifts as the direction of Engineer Incharge
176
183
32340
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006 - Crack Groove Cutting: Groove shall be cut using hand held electrically operated concrete cutting machine of size of 50 mm wide and 75 mm deep on each side of the crack to form as "V" groove all along the crack to fill the polyester resin/ Epoxy putty (horizontal and vertical cracks). After the groove cutting, the concrete shall be removed from the groove using the pneumatic concrete chipping machine to form "V" groove. The item includes the cost of hire charges for all machineries, tools and barges and all labour charges etc., complete with all lead and all lifts as the direction of Engineer Incharge
448
787
352800
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007 - Surface Preparation of Bridge for maintenance: Crack surface shall be cleaned using underwater jet to remove the fungal growth and other foreign materials to enable a clean and visible surface. The item includes the cost of hire charges of all equipment, diving equipment and all charges for divers etc., complete as per specification complete with all lead and all lifts as the direction of Engineer Incharge
448
735
329280
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008 - Crack Sealing/Filling using epoxy mortar: Base and hardener of the high strength repair mortar . Epoxy putty shall be mixed using the slow speed heavy duty mixing machine to obtain a uniform mix. The mixed materials shall be placed all along the prepared "V" groove and finished smoothly using the putty blade/ trowel within 30 minutes by using the divers. The finished surface shall be allowed for curing minimum of 24 hours to attain the strength. The item includes the cost of usage charges of all equipment , tools and plants and all labour charges etc
448
1155
517440
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009 - Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (approx. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer.
(A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide).complete with all lead and all lifts as the direction of Engineer Incharge
448
173
77616
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010 - 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 complete with all lead and all lifts as the direction of Engineer Incharge
1445.92
107
154858.032
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011 - 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 complete with all lead and all lifts as the direction of Engineer Incharge
24.54
6288
154318.563
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012 - 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 complete with all lead and all lifts as the direction of Engineer Incharge
11.29
6639
74956.0035
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013 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading-I (63 mm to 45 mm) complete with all lead and all lifts as the direction of Engineer Incharge
120
2959
355194
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014 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading-II (53 mm to 22.4 mm) complete with all lead and all lifts as the direction of Engineer Incharge
120
2886
346374
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015 - Providing and placing sand bags consisting of empty cement bags filled with 35 to 40 kg locally available sand for forming ring bund including cost of all materials, labour, plugging joints with selected earth,and all other ancillary operations complete. complete with all lead and all lifts as the direction of Engineer Incharge
1450
71
103530
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016 - 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.complete with all lead and all lifts as the direction of Engineer Incharge
385
508
195657
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017 - Removing and hauling all kinds of soil / soft rock including boulders upto 0.6 m diameter slipped due to natural causes and disposing off the same in specified dump area or as directed by manual means including cost of all materials, labour, foming steps / rampways and all other ancillary operations complete complete with all lead and all lifts as the direction of Engineer Incharge
2253
258
581949.9
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018 - Providing casing embankment for breached / damaged portion of canal using approved pervious /semi-pervious soil in layers of 100 to 150 mm ( before compaction ) including cost of all materials, machinery, labour, all operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, sectioning sides / edges, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller or pneumatic / vibrating plate compactors with all other ancillary operations complete complete with all lead and all lifts as the direction of Engineer Incharge
495.13
691
342605.2035
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019 - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. complete with all lead and all lifts as the direction of Engineer Incharge
468.75
110
51679.6875
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020 - Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering & all necessary works as directed and complete with all lead and all lifts as the direction of Engineer Incharge as per specification.
3835.88
476
1828563.996
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021 - Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete complete in dry condition complete with all lead and all lifts as the direction of Engineer Incharge
965.25
299
288851.0625
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022 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Substructure 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 (For Drain Bed/raft).M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and all lifts as the direction of Engineer Incharge
10.8
6955
75117.24
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023 - 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(For Drain Walls). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and all lifts as the direction of Engineer Incharge
24.3
8852
215108.46
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024 - 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 of.Canal & Allied Works complete with all lead and all lifts as the direction of Engineer Incharge
5.16
94510
487674.18
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025 - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.complete with all lead and all lifts as the direction of Engineer Incharge
765
141
108438.75
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026 - Cutting of trees, excluding removal of stumps and roots of trees - (i) Girth from 300 mm to 600 mm complete with all lead and all lifts as the direction of Engineer Incharge
100
509
50925
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027 - Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete with all lead and all lifts as the direction of Engineer Incharge
550
26
14729
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028 - 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 complete with all lead and all lifts as the direction of Engineer Incharge
60.25
6971
420009.3775
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