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
₹ 6,33,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Summary
Improvements To Guthalu Tank Sluice Canal & Konanahalli Tank Sluice Canal & Konanahalli Tank Sluice Canal And Construction Of Bridge Across Kunchi Bayalu Halla Under Cbc
Description
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Contact
Tender Id
CNNL/2024-25/IW/WORK_INDENT2439Tender No
CNNL/2024-25/IW/WORK_INDENT2439Tender Authority
Cauvery Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
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Documents
BOQ Items
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code04 - 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. and as per direction of Engineer-in-charge
4012.2
110
442345.05
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code05 - Providing rubble / boulder and sand filling behind abutment and return walls in layers including cost of all materials, labour, watering, ramming and all other ancillary operations complete. and as Directed by Engineer in charge of the work.
58.19
2317
134846.5965
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code06 - Providing and laying insitu vibrated cement concrete M-10 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 leads and lifts. (For Dam and Allied works) (b) Using 40mm and down coarse aggregates and 28 days cube compressive strength, Cement content=235 kg/m3. i) Levelling course, foundation filling, back filling and similar works.and as Directed by Engineer in charge of the work.
416.68
5475
2281635.51
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code07 - Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates with placing and sinking plums of size 150 to 80 mm upto 15 percent for gravity type structures including cost of all materials, machinery, labour,cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete. and as Directed by Engineer in charge of the work.
473.77
6502
3080760.4905
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code08 - 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates and as Directed by Engineer in charge of the work.
1101.71
8981
9894765.9888
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code09 - 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. f) Canal & Allied Works and as Directed by Engineer in charge of the work.
43.3
94510
4092304.65
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code10 - Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications. 450mm dia and as Directed by Engineer in charge of the work.
10
1415
14154
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code11 - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750mm dia and as Directed by Engineer in charge of the work.
30
3501
105052.5
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code12 - Providing impervious embankment adjacent to masonry / concrete structure and filling trial pits using impervious approved soil from borrow area in layers of 100 to 150 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, picking previous layer, spreading soil in layer of specified thickness, sorting-out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using pneumatic tampers / vibrating earth rammers and all other ancillary operations complete. and as Directed by Engineer in charge of the work.
3719.99
654
2433431.4585
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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.and as Directed by Engineer in charge of the work.
5835.4
660
3853989.93
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code14 - 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 and as Directed by Engineer in charge of the work.
603
517
312142.95
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code15 - 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, complete as per clause 401 (ii) For Grading -V Materialas Directed by Engineer in charge of the work.
996.6
2611
2602471.41
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code16 - 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 densityand all lifts and as Directed by Engineer in charge of the work.
1359
2686
3651565.05
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code17 - 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/m2 using mechanical means. and as Directed by Engineer in charge of the work.
4530
43
195016.5
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code18 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom and as Directed by Engineer in charge of the work.
4530
12
57078
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code19 - Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% 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 and as Directed by Engineer in charge of the work.
226.5
7912
1792249.2
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code20 - 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 reviously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision and as Directed by Engineer in charge of the work.
135.9
10659
1448639.64
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code21 - Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New work i) Over 10 cm in width and as Directed by Engineer in charge of the work.
241.6
213
51497.04
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code22 - Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide shoes, rubber seals with all accessories for barrage 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 and all other ancillary operations complete as per specifications and approved drawings. Note: 1. Weight of 1 gate in tonnes = 0.0335 ( L2 x H x h )0.716 Where ( L ) is length = Clear distance between piers in m + 1 m. ( H ) is total height of gate in m = FRL - Sill level + 0.20 m ( h ) is head of water above sill of gate in m = FRL - Sill level.
2. Quantity of structural steel = 96.7 % of computed weight of 1 gate. and as Directed by Engineer in charge of the work.
3.31
161490
534531.9
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