Karnataka Neeravari Nigam Limited Tender

CSRVol.1It.No.1.8,PgNo.7fortheyear2023-24 - 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 with all lead and lifts for all materials and all other incidental charges and lead charges for water etc, complete and as directed by the Engineer-in-charge.

CSRVol.3It.No.4.1(v),PgNo.23fortheyear2023-24 - 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 roller to achieve the desired density, complete as per clause 401. (v) For Grading -V Material with all lead and lifts for all materials and all other incidental charges etc, complete and as directed by the Engineer-in-charge.

CSRVol.3It.No.4.17,PgNo.26CSR2023-24 - 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 with all lead and lifts for all materials and all other incidental charges etc, complete and as directed by the Engineer-in-charge.

CSRVol.3It.No.16.28,PgNo.149fortheyear2023-24 - 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., with all lead and lifts for all materials and all other incidental charges etc, complete and as directed by the Engineer-in-charge.

PageNo15,Item2.1.3ofCSRVol-1fortheyear2023-24 - 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 with all lead and lifts for all materials and all other incidental charges etc, complete and as directed by the Engineer-in-charge.

PageNo16,Item2.4.2ofCSRVol-1fortheyear2023-24 - 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 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 all lead and lifts for all materials and all other incidental charges etc, complete and as directed by the Engineer-in-charge.

PageNo16,Item2.4.2ofCSRVol-1fortheyear2023-24 - 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 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 all lead and lifts for all materials and all other incidental charges etc, complete and as directed by the Engineer-in-charge.

PageNo16,Item2.4.4ofCSRVol-1fortheyear2023-24 - 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 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lifts for all materials and all other incidental charges etc, complete and as directed by the Engineer-in-charge.

I.No.2.11.hP.No.18ofCSRVol-1fortheyear2023-24 - 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 All other type of structures with all lead and lifts for all materials and all other incidental charges etc, complete and as directed by the Engineer-in-charge.

P.No.7,I.No.1.90VOl-ICSRfortheyear2023-24 - 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, lead up to 50 m and lift upto 1.5 m with all lead and lifts for all materials and all other incidental charges etc, complete and as directed by the Engineer-in-charge.

PageNo.146,Item16.15.CofCSRVol-3fortheyear2023-24 - 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. C. 750 mm dia. Clause 1101.6 with all lead and lifts for all materials and all other incidental charges etc, complete and as directed by the Engineer-in-charge.

PageNo.121,Item13.7ofCSRVol-3fortheyear2023-24 - Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification with all lead and lifts for all materials and all other incidental charges etc, complete and as directed by the Engineer-in-charge.