Karnataka 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
₹ 1,80,368Document Cost
Refer DocumentsTender Fee
₹ 2,260
Description
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Contact
Tender Id
KNNL/2024-25/CN/WORK_INDENT1766Tender No
KNNL/2024-25/CN/WORK_INDENT1766Tender Authority
Karnataka Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
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Documents
BOQ Items
WRDVol IV 3.8 - Providing casing embankment using semi-pervious/pervious soil collected in embankment area in heaps as part of disposal of excavated soil from canal in layer of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as 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 by power roller etc., complete with all lead for water with as per the direction of the Engineer-in-charge
198.15
138
27463.59
WRDVol IV 3.3 - Providing casing embankment using semi pervious pervious soil from approved 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 etc, complete with all lead and all lifts as per the direction of the Engineer-in-charge
3058.19
660
2019781.5855
WRDVol IV 3.20 - Providing cohesive non swelling CNS soil lining to canals using soil from borrow area including cost of all materials, labour, machinery, spreading soil in layers of thickness not more than 150mm, breaking clods, levelling, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with all lead and lifts as per the direction of the Engineer-in-charge
171.07
761
130227.0375
Vol I 2.4.1 - 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. Mix 1 2 4 M15 Using 20 mm nominal size graded crushed coarse aggregates with as per the direction of the Engineer in charge
10.68
6724
71814.456
WRD Vol IV 3.26.1 - Providing and laying insitu vibrated M15 grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour,cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature, finishing side slopes, curing with all other ancillary operations complete as per the direction of the Engineer-in-charge
62.51
8688
543133.7625
WRD Vol IV 3.37.1 - Providing and fixing tarfelt expansion joint filler board for cement concrete lining of canal including cost of all materials, labour and all other ancillary operations complete 20 mm thick 60 mm depth with as per the direction of the Engineer in charge
18.19
56
1031.373
Vol III 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 (iii)200 m stone (precast) with as per the direction of the Engineer in charge
4
884
3536.4
Vol III 8.16(ii) - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC 8 1980,fixing in position including painting and printing etc (ii)Ordinary kilometer stone (precast) with as per the direction of the Engineer in charge
1
3073
3073.35
Vol I 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 (M10) Using 40 mm nominal size graded crushed coarse aggregates with as per the direction of the Engineer-in-charge
82.95
6288
521626.9275
Vol I 2.11 (f) - 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 with as per thedirection of the Engineer in charge
23429.88
94
2214357.9588
WRD Vol IV 4.7 - Providing and laying insitu vibrated M15 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 piers/gravity type retaining walls/abutments/other similar structures including cost of all materials, machinery, labour, cleaning, batching,mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete with as per the direction of the Engineer in charge
88.38
6988
617665.725
Vol I 2.4.2 - 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 andfine 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with as per the direction of the Engineer-in-charge
214.88
6971
1497952.1168
Vol I 2.5.2 - Providing and laying in position Reinforced cement concrete for all Super structures of building, Irrigation works, Super 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with as per the direction of the Engineer-in-charge
3.25
8259
26842.3675
Vol I 2.4.3 - Providing and laying in position Reinforced cement concrete for all 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with as per the direction of the Engineer in charge
21.24
6985
148370.7456
Vol-III 13.2 - Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) with as per the direction of the Engineer-in-charge
1.2
14669
17603.46
WRD Vol IV 4.15 - Providing and filling Murrum/Gravelly soil (CNS soil) for foundation or around pipes including cost of all materials, labour, spreading in layers of 100 to 150 mm, breaking clods,watering, compaction by earth masters to acheive density control of not less than 90 percent etc,complete with all lead and lifts as per the direction of the Engineer-in-charge
263.24
861
226649.64
WRD Vol IV 6.27 - Design, fabrication, supply, erection and commissioning of embedded parts (with top seal seat ) consisting of sill beam, wheel tracks, seal seats, guide rails, groove lining upto top etc,with all accessories for vertical lift roller gate for canal escape regulator including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint etc,complets as per specifications and approved drawings with all lead and all lifts including packing/forwarding charges for other materials with as per the direction of the Engineer in charge.
0.06
198450
11907
WRD Vol IV 6.28 - 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 allmaterials,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 with as per the direction of the Engineer in charge
0.04
185325
7413
WRD Vol IV 6.29 - Design, fabrication, supply, erection, testing and commissioning of adequate capacity screw type hoist consisting of supporting structure, platform, railing, ladder etc,with all accessories for operating canal escape/regulator gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, applying two coats of zinc chromate red oxide primer and three coats ofapproved synthetic enamel paint etc,complete as per specifications and approved drawings with all lead and all lifts including packing/forwarding charges for other materials with as per the direction of the Engineer-in-charge
0.246
50085
12320.91
BWSSB Vol V 16.3.2 - Supplying S&S RCC SPUN/VIBRATED CAST PIPES (REINFORCED)pipes NP3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials,i.e, rubber rings conforming to IS 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey 300mm dia with as per the direction of the Engineer-in-charge
10
1398
13986
BWSSB Vol V 16.3.5 - Supplying S&S RCC SPUN/VIBRATED CAST PIPES (REINFORCED)pipes NP3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials,i.e, rubber rings conforming to IS 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey 450mm dia with as per the direction of the Engineer-in-charge
10
2470
24706.5
BWSSB Vol V 16.3.7 - Supplying S&S RCC SPUN/VIBRATED CAST PIPES (REINFORCED)pipes NP3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials,i.e, rubber rings conforming to IS 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey 600mm dia with as per the direction of the Engineer-in-charge
5
3297
16485
BWSSB Vol V 16.3.10 - Supplying S&S RCC SPUN/VIBRATED CAST PIPES (REINFORCED)pipes NP3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials,i.e, rubber rings conforming to IS 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey 900mm dia with as per the direction of the Engineer-in-charge
10
5096
50967
WRD Vol-IV 2.26 - Providing and constructing contraction joints by fixing 230 mm wide central bulb type PVC water stop in single line supported by 10 mm dia. steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, vulcanizing water seal joints etc., complete with all leads and lifts with as per the direction of the Engineer-in-charge.
40.85
603
24663.1875
Vol III 13.15(III) - Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications with as per the direction of the Engineer-in-charge
53.65
242
13012.8075
VolIII 2.8 - Supplying,fitting and fixing in position true to line and level elastomeric bearing conforming to IRC 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications with as per the direction of the Engineer in charge
192000
-
134400
Vol-III 2.18 II A - Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately II By Mechanical Means A. Bituminous course with as per the direction of the Engineer-in-charge
0.83
338
280.623
Vol-III 2.18 II B - Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately II By Mechanical Means B. Granular courses with as per the direction of the Engineer-in-charge
6.29
55
350.0385
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