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
₹ 5,66,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
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Contact
Tender Id
CNNL/2024-25/RD/WORK_INDENT2586Tender No
CNNL/2024-25/RD/WORK_INDENT2586Tender Authority
Cauvery Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
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Documents
Others - Detailed specification-1
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BOQ Items
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Uni SR-2023-24, V 1, Page No 7, Item No 1.7 ) - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) complete the work including all lead anf lift and as directed by Engineer incharge of work
817.89
124
102195.3555
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Uni SR-2023-24, V 1, Page No 7, Item No 1.8) - 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 including all lead anf lift and as directed by Engineer incharge of work
4338.53
497
2159286.381
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Uni SR-2023-24, V 3, p No 23, Item No 4.1 A(v) ) - 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 -V Material. complete the work including all lead anf lift and as directed by Engineer incharge of work
2542.51
2611
6639459.7638
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Uni SR-2023-24, V 6, Item No 4.17 ) - 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 the work including all lead anf lift and as directed by Engineer incharge of work
2979.48
2686
8005713.786
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Uni SR-2023-24, V 3, P No 31, Item No 5.1 A(i)) - 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. complete the work including all lead anf lift and as directed by Engineer incharge of work
9696.5
43
417434.325
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Uni SR-2023-24, V 3, Page No 43, Item No.5.32) - Tack coat on Bituminous surface.Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. complete the work including all lead anf lift and as directed by Engineer incharge of work
9696.5
12
122175.9
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Uni SR-2023-24, V3, Page No 32, Sl No 5.6 (i) C) - 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 @ 3.3% 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 the work including all lead anf lift and as directed by Engineer incharge of work
484.83
7835
3798691.533
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Uni SR-2023-24, V 3, Page No 43, Item No.5.31) - 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 the work including all lead anf lift and as directed by Engineer incharge of work
242.41
10659
2583993.636
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Uni SR-2023-24, V 3, Page No 17, Sl No 3.6) - 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 the work including all lead anf lift and as directed by Engineer incharge of work
1322.25
517
684462.7125
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Uni SR-2023-24, V 3, Page No 64, Sl No 8.5(ii)) - Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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:67:2022. 90 cm equilateral triangle. complete the work including all lead anf lift and as directed by Engineer incharge of work
6
4918
29509.2
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Uni SR-2023-24, V 3, Page No 65, Sl No 8.8) - Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 the work including all lead anf lift and as directed by Engineer incharge of work
1
10187
10187.1
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Uni SR-2023-24, V 3, Page No 67, Sl No 8.15) - Providing 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 the work including all lead anf lift and as directed by Engineer incharge of work
352.6
556
196221.9
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Uni SR-2023-24, V 3, Page No 67, Sl No 8.16(ii)) - Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.Ordinary kilometer stone (precast). complete the work including all lead anf lift and as directed by Engineer incharge of work
3
3073
9220.05
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Uni SR-2023-24, V 3, Page No 67, Sl No 8.16(iii)) - Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.Ordinary kilometer stone (precast) . complete the work including all lead anf lift and as directed by Engineer incharge of work
9
884
7956.9
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Uni SR-2023-24, V 3, Page No 80, Sl No 8.58(b)) - 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.450 mm dia. complete the work including all lead anf lift and as directed by Engineer incharge of work
79
1415
111816.6
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Uni SR-2023-24, V 3, Page No 80, Sl No 8.60.1(ii)) - Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) Gr II and Semi Dense Bituminous Macadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022.Intermediate lane with formation width of 7.50 m. complete the work including all lead anf lift and as directed by Engineer incharge of work
3
43564
130693.5
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Uni SR-2023-24, V 3, Page No 74, Sl No 8.43) - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.complete the work including all lead anf lift and as directed by Engineer incharge of work
705
383
270191.25
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Uni SR-2023-24, V 3, Page No 71, Sl No 8.31) - Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. complete the work including all lead anf lift and as directed by Engineer incharge of work
41
197
8093.4
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Uni SR-2023-24, V 3, Page No 67, Sl No 8.18) - Boundary pillar / Guard Stone. 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 the work including all lead anf lift and as directed by Engineer incharge of work
38
785
29845.2
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Uni SR-2023-24, V1, Page No 8, Sl No 1.12) - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work including all lead anf lift and as directed by Engineer incharge of work.
1298.25
99
129500.4375
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Uni SR-2023-24, V 3, Page No 149, Item No 16.28 ) - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc.,complete the work including all lead anf lift and as directed by Engineer incharge of work
528.03
7091
3744630.351
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Uni SR-2023-24, V 3, Page No 51, Item No.6.8.1) - Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 &
IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over
30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification). complete the work including all lead anf lift and as directed by Engineer incharge of work
497
1121
557335.8
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Uni SR-2023-24, V 1, Page No 15, Item No 2.1.3 ) - 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. complete the work including all lead anf lift and as directed by Engineer incharge of work
140.88
6288
885916.836
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Uni SR-2023-24, V 1, Page No 111 ) - Addition for formwork, centring and scaffolding for levelling course.(Drain raft) 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 including all lead anf lift and as directed by Engineer incharge of work
140.88
188
26577.012
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Uni SR-2023-24, V 1, Page No 16, Item No 2.4.2 ) - 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. For Drain raft . complete the work including all lead anf lift and as directed by Engineer incharge of work
99.02
6639
657408.633
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Uni SR-2023-24, V 1, Page No 111 ) - Addition for formwork, centring and scaffolding for M20.(Drain raft) 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 including all lead anf lift and as directed by Engineer incharge of work
99.02
199
19721.8134
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Uni SR-2023-24, V1, Page No 16, Item No 2.4.2 ) - 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. Drain walls. complete the work including all lead anf lift and as directed by Engineer incharge of work
146.28
6639
971174.862
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Uni SR-2023-24, V 1, Page No 111 ) - Addition for formwork, centring and scaffolding for M20.(Drain wall) 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 including all lead anf lift and as directed by Engineer incharge of work
146.28
2323
339910.836
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Uni SR-2023-24, V 1, Page No 16, Item No 2.4.3 )- - 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. Deck Raft. complete the work including all lead anf lift and as directed by Engineer incharge of work
24.6
6652
163658.88
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Uni SR-2023-24, V 1, Page No 111 ) - Addition for formwork, centring and scaffolding for M25.(Deck raft) 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 including all lead anf lift and as directed by Engineer incharge of work
24.6
199
4909.668
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Uni SR-2023-24, V 1, Page No 16, Item No 2.4.3 ) - 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. -Deck side wall. complete the work including all lead anf lift and as directed by Engineer incharge of work
64.8
6652
431101.44
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Uni SR-2023-24, V 1, Page No 111 ) - Addition for formwork, centring and scaffolding for M25.(Deck side wall) 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 including all lead anf lift and as directed by Engineer incharge of work
64.8
2328
150885.504
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Uni SR-2023-24, V 1, Page No 16, Item No 2.4.3 ) - 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. -Deck slab. complete the work including all lead anf lift and as directed by Engineer incharge of work
27.6
6652
183617.28
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Uni SR-2023-24, V 1, Page No 111 ) - Addition for formwork, centring and scaffolding for M25.(Deck slab) 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 including all lead anf lift and as directed by Engineer incharge of work
27.6
1330
36723.456
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Uni SR-2023-24, V 1, Page No 16, Item No 2.4.2 - 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. for Pipe culvert. complete the work including all lead anf lift and as directed by Engineer incharge of work
54.64
6639
362763.156
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Uni SR-2023-24, V 1, Page No 111 ) - Addition for formwork, centring and scaffolding for M20.(pipe culvert) 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 including all lead anf lift and as directed by Engineer incharge of work
54.64
531
29020.9432
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Uni SR-2023-24, V 1, No 18, Item No 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 the work including all lead anf lift and as directed by Engineer incharge of work
25.208
82961
2091294.7524
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Uni SR-2023-24, V 2, Page No 176, Item No 17.14 ) - Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, complete the work including all lead anf lift and as directed by Engineer incharge of work
792.16
1228
973168.56
... More
Uni SR-2023-24, v3, Page No 146, Item No 16.15 c - 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. 750 mm dia. complete the work including all lead anf lift and as directed by Engineer incharge of work
45
3501
157578.75
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