Cauvery Neeravari Nigam Limited Tender
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
₹ 6,34,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
CNNL/2024-25/IW/WORK_INDENT2288Tender No
CNNL/2024-25/IW/WORK_INDENT2288Tender Authority
Cauvery Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
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Documents
BOQ Items
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code04 - Providing rubble and sand filling in layers of 250 to 300mm including cost of all materials, machinery, labour, watering, ramming and all other ancillary operations complete.Complete with all lead and lift as per the direction of engineer in charge.
573.61
2205
1264810.05
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code05 - Providing rubble stone / boulder filling behind abutment / below apron including cost of all materials, labour, hand packing, finishing top surface etc., Complete with all lead and lift as per the direction of engineer in charge.
78.75
1341
105674.625
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code06 - Providing and laying in position plain cement concrete Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications.Complete with all lead and lift as per the direction of engineer in charge.
574.39
6288
3612022.7955
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code07 - Providing and laying insitu vibrated cement concrete M-20 Using 40mm and down coarse aggregates and 28 days cube compressive strength, Cement content of 320 kg/m3 for Gravity type retaining walls, by-pass weirs, Cantilever/counterfort retaining walls, skin walls and similar works using approved, clean, hard graded aggregates including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., Complete with all lead and lift as per the direction of engineer in charge.
1098.38
6904
7584094.224
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code08 - Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 necesary, 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. Complete with all lead and lift as per the direction of engineer in charge.
894.2
7595
6791699.376
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code09 - Addition of Formwork, cenetering & Scaffolding for FOUNDATION, SUB STRUCTURES OF CROSS DRAINAGES for Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 including cost and conveyance of all materials, Labour, hire charges of machineries and equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc, complete the work shall be carriedout as per the Direction of the engineer in charge of the work
469.24
331
155768.9104
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code10 - Addition of Formwork, cenetering & Scaffolding for CEMENT CONCRETE DRAIN WALLS for Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 including cost and conveyance of all materials, Labour, hire charges of machineries and equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc, complete the work shall be carriedout as per the Direction of the engineer in charge of the work
375
2323
871387.5
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code11 - Addition of Formwork, cenetering & Scaffolding for CULVERT HEAD WALLS for Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 including cost and conveyance of all materials, Labour, hire charges of machineries and equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc, complete the work shall be carriedout as per the Direction of the engineer in charge of the work
49.96
531
26535.2548
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code12 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement for All other type of structures 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 .Complete with all lead and lift as per the direction of engineer in charge.
55.18
82961
4577818.329
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code13 - 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.Complete with all lead and lift as per the direction of engineer in charge.
2236
660
1476766.2
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code14 - Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift gate ( with top seal ) consisting of skin plate, siffeners, horizontal and vertical girders, wheels, guide rollers, rubber seals etc., with all accessories for canal escape / regulator vent including cost of all materials,machinery,labour,cutting, aligning, welding,finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing etc., complete as per specifications and approved drawings with all lead and all lifts including packing / forwarding charges for other materials.Complete with all lead and lift as per the direction of engineer in charge.
0.94
185325
174205.5
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code15 - Providing and constructing 300 mm thick dry size stone pitching using 200 to 250 mm size stones 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 into joints, finishing and all other ancillary operations complete.Complete with all lead and lift as per the direction of engineer in charge.
1665
407
678321
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code16 - Providing and fixing 50 mm diameter and 300 mm long perforated GI pressure relief pipe with one end closed by perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc.,Complete with all lead and lift as per the direction of engineer in charge.
48
316
15170.4
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code17 - RCC NP 3 300mm dia. Complete with all lead and lift as per the direction of engineer in charge.
7.5
1111
8339.625
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code18 - Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets.Complete with all lead and lift as per the direction of engineer in charge.
45
2592
116640
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code19 - Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator. Ref to MORTH Spec.305.4.3, Complete with all lead and lift as per the direction of engineer in charge.
8557.5
5
44926.875
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code20 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.Complete with all lead and lift as per the direction of engineer in charge.
2567.25
497
1277720.325
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code21 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Ref to MORTH Spec.305, Complete with all lead and lift as per the direction of engineer in charge.
643.85
517
333288.9525
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code22 - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, For Grading V material, Ref to MORTH Spec.401, Complete with all lead and lift as per the direction of engineer in charge.
1283.63
2611
3352007.2005
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code23 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Ref to MORTH Spec.406, Complete with all lead and lift as per the direction of engineer in charge.
1691.13
2686
4543981.7535
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code24 - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per sqm using mechanical means. Ref to MORTH Spec.501, Complete with all lead and lift as per the direction of engineer in charge.
6112.5
12
77017.5
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code25 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom, Ref to MORTH Spec.503, Complete with all lead and lift as per the direction of engineer in charge.
6112.5
12
77017.5
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code26 - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% 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 , Bituminous Macadam Grading - II for traffic less than 20 MSA, Ref to MORTH Spec.504, Complete with all lead and lift as per the direction of engineer in charge.
305.63
8044
2458503.0015
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code27 - 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, Ref to IRC-37:2018, Complete with all lead and lift as per the direction of engineer in charge.
183.38
10659
1954757.448
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