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
₹ 6,20,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Summary
Improvements Of Mullukere Tank In Chapparadahalli Village, Improvements Of Ammankere Tank In Doddanerale Village, Providing Metalling Road And Cd Works In Muttinamulsoge Village And Improvements Of Sub Dy-10 Of Koppa Dy In Avarthy Village, Construction Of Sopanum To Cauvery River In Kanagal Village, Construction Of Seepage Drain, Improvements To Roads In Chikkakamaravalli Village, Improvements To Roads From Lakshmipura Village To Muttinamulsoge Village Coming Under Hrbc
Description
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Contact
Tender Id
CNNL/2023-24/CN/WORK_INDENT856Bid Award Id
ViewTender No
CNNL/2023-24/CN/WORK_INDENT856Tender Authority
Cauvery Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
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Documents
BOQ Items
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004 - Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavatorr complete will all lead and lifts and as directed by engineer in charge of the work
1400
5
7350
... More
005 - 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 will all lead and lifts and as directed by engineer in charge of the work
2092.13
107
224067.123
... More
006 - 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 in dry condition.complete will all lead and lifts and as directed by engineer in charge of the work
441
299
131969.25
... More
007 - Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. complete will all lead and lifts and as directed by engineer in charge of the work
352.88
6288
2219068.236
... More
008 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing andtechnical specification.- Sub structure of Bridges. complete will all lead and lifts and as directed by engineer in charge of the work
69.27
90754
6286574.6055
... More
009 - Providing and laying in position Reinforced 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 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.- 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates.(The cost of steel reinforcement & formwork to be paid separately) -Formwork- 8% culvert Head walls. complete will all lead and lifts and as directed by engineer in charge of the work
634.39
7262
4607022.6507
... More
010 - Providing and laying in position Reinforced 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 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.- 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates.(The cost of steel reinforcement & formwork to be paid separately) Form work-35% for Drain walls. complete will all lead and lifts and as directed by engineer in charge of the work
270.75
9077
2457779.1525
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011 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure worksof bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technicalspecifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Form work - 20% for Box culvert. complete will all lead and lifts and as directed by engineer in charge of the work
325
8622
2802208.5
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012 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A Granular material. complete will all lead and lifts and as directed by engineer in charge of the work
888.84
1226
1090073.376
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013 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure worksof bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technicalspecifications.- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Formwork- 10% for Earth retaining structures. complete will all lead and lifts and as directed by engineer in charge of the work
74.25
7657
568580.5125
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014 - 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 will all lead and lifts and as directed by engineer in charge of the work
3315
110
365478.75
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015 - 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 will all lead and lifts and as directed by engineer in charge of the work
5050
497
2513385
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016 - 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. complete will all lead and lifts and as directed by engineer in charge of the work
936
2686
2514985.2
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017 - 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. B.Mechanical means. (i) Grading-I (63 mm to 45 mm) C.Using Screening Type B (11.2mm agg). complete will all lead and lifts and as directed by engineer in charge of the work
951.75
2609
2483353.6875
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018 - 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.B.Mechanical means. (ii) Grading-II (53 mm to 22.4 mm) C.Using Screening Type B (11.2mm agg). complete will all lead and lifts and as directed by engineer in charge of the work
930.01
2526
2349484.263
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019 - 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. complete will all lead and lifts and as directed by engineer in charge of the work
460
517
238119
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020 - 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 0.90 kg per m2 using mechanical means. complete will all lead and lifts and as directed by engineer in charge of the work
10125
43
435881.25
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021 - Providing and applying tack coat with RS1 Bituminous Emulsionusing emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. complete will all lead and lifts and as directed by engineer in charge of the work
10125
14
148837.5
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022 - 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. complete will all lead and lifts and as directed by engineer in charge of the work
300
7912
2373840
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023 - 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. complete will all lead and lifts and as directed by engineer in charge of the work
253.13
10659
2698264.548
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024 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. complete will all lead and lifts and as directed by engineer in charge of the work
320
556
178080
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025 - Reinforced cement concrete M15grade kilometre stoneof standard design as per IRC:8-1980, fixing in positionincluding painting and printing etc (Ordinary kilometer stone (precast) complete will all lead and lifts and as directed by engineer in charge of the work
2
3073
6146.7
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026 - Reinforced cement concrete M15grade kilometre stoneof standard design as per IRC:8-1980, fixing in positionincluding painting and printing etc (200 m stone (precast)complete will all lead and lifts and as directed by engineer in charge of the work
9
884
7956.9
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027 - Retro-Reflectorised Traffic SignsProviding and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle. complete will all lead and lifts and as directed by engineer in charge of the work
4
3784
15136.8
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028 - Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. complete will all lead and lifts and as directed by engineer in charge of the work
3.6
9460
34057.8
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029 - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting. complete will all lead and lifts and as directed by engineer in charge of the work
250
785
196350
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030 - Providing and constructing 450 mm thick hand packed rough stonerevetment consisting of 300 mm thick rough stones with 400 to 450mm long through stones at 1.5 m c / c over a backing of 150 mmthick 40 mm down graded coarse aggregate layer including cost of allmaterials machinery, labour, laying to specified slope, wedging withchips, finishing & all necessary works as directed and complete asper specification. complete will all lead and lifts and as directed by engineer in charge of the work
2900.75
771
2238653.8125
... More
031 - Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossings and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications.- 600 mm dia complete will all lead and lifts and as directed by engineer in charge of the work
25
2001
50032.5
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032 - Design, fabrication, supply, erection, testing and commissioning offixed wheel type vertical lift gate ( with top seal ) consisting of skinplate, siffeners, horizontal and vertical girders, wheels, guide rollers,rubber seals with all accessories for canal escape / regulator ventincluding cost of all materials, machinery, labour, cutting, aligning,welding, finishing, cleaning, applying one coat of zinc rich epoxy primerand three coats of cold applied coal tar epoxy paint, seal fixing and allother ancillary operations complete as per specifications and approveddrawings.Note:1. Weight of 1 gate in tonnes = 0.0888 ( L2 x H x h )0.659Where ( L ) is length = Clear vent width in m + 0.50 m.( H ) is height of gate in m = Clear vent height in m + 0.20 m( h ) is head of water above sill of gate in m = FSL - Sill level2. Quantity of structural steel = 92.1 % of computed weight for 1 gate. complete will all lead and lifts and as directed by engineer in charge of the work
0.35
185325
64863.75
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033 - Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossings and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications.- 300 mm dia. complete will all lead and lifts and as directed by engineer in charge of the work
7.5
895
6717.375
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034 - Providing and laying reinforced cement concrete pipe NP3for culverts on first class bedding of granular material insingle row including fixing collar with cement mortar 1:2but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapetsClause 1101.6.-1000mm dia Single rows. complete will all lead and lifts and as directed by engineer in charge of the work
15
8355
125338.5
... More
035 - Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant). complete will all lead and lifts and as directed by engineer in charge of the work
7.5
14669
110021.625
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036 - Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED)pipes NP-3 Class conforming to IS:458-1988 with latest amentmentsusing ordinary portland cement, for sanitary works and conveyingto work site, rolling and lowering into trenches, laying true to lineand level including loading and unloading at both destinations andjointing of pipes and specials, perfect linking of joints with jack tocorrect position including cost of jointing materials, i.e, rubber ringsconforming to IS: 5382 for S&S RCC pipes, with all leads and lifts asdirected and giving necessary hydraulic test as per ISS to the requiredpressure and commissioning etc. complete. (Contractor will make hisown arrangements for procuring water for testing). Before the executionof the work, the contractor shall carry out the survey.-300mm dia. complete will all lead and lifts and as directed by engineer in charge of the work
47.5
1398
66433.5
... More
037 - Type - A, "W" : Metal Beam Crash BarrierProviding and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811. complete will all lead and lifts and as directed by engineer in charge of the work
300
3822
1146600
... More
038 - 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. For Grading -I Material. complete will all lead and lifts and as directed by engineer in charge of the work
156
2612
407534.4
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