Karnataka Neeravari Nigam Limited Tender

Vol-3, P.No. 23,I.No.4.1 A (V), PWD SR - 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 all lead and lift and as per the drawings and directions of the Engineer in charge of the work

Vol-3, P.No. 24-25,I.No.4.13,A(ii)(a) , PWD SR - 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. By Manual Means (ii) Grading-II (53 mm to 22.4 mm)(a) Using Screening Crushable type such as Moorum or Gravel complete all lead and lift and as per the drawings and directions of the Engineer in charge of the work

Vol-1, P.No. 8, I.No.1.14.1, PWD SR - 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 In all kinds of soils Depth upto 3 m complete all lead and lift and as per the drawings and directions of the Engineer in charge of the work

Vol-1 (P.No 15. I.No.2.1.3 PWD SR - 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, complete all lead and lift and as per the drawings and directions of the Engineer in charge of the work

Vol-1 (P.N. 16 , IN.2.4.2 of PWD SR - 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates -Culverts (Head walls) complete all lead and lift and as per the drawings and directions of the Engineer in charge of the work

Vol-1 (P.No.18, I.No.2.11 h, PWD SR - upplying, 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 All other type of structures complete all lead and lift and as per the drawings and directions of the Engineer in charge of the work.

Vol-1 (P.N..7, I.N-1.9 of PWD SR - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, complete all lead and lift and as per the drawings and directions of the Engineer in charge of the work

Vol-3 (P.N..147, I.N-16.17 of PWD SR - 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.500mm dia complete all lead and lift and as per the drawings and directions of the Engineer in charge of the work