Cauvery Neeravari Nigam Limited Tender

I.No -1.8, Page No.7, Vol-1 PWD SR 2023-24 - 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 complete with all lead and lifts as per specification and Engineer in charge ---- Complete all lead and lift as per specification and as directed by Engineer incharge of work

I.No-4.2.(v), Page No.23, Vol.3 PWD SR 2023-24 - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. For Grading -V Material complete with all lead and lifts as per specification and Engineer in charge ---- Complete all lead and lift as per specification and as directed by Engineer incharge of work

I.No-4.17, Page No.26, Vol.3 PWD SR 2023-24 - 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 complete with all lead and lifts as per specification and Engineer in charge ---- Complete all lead and lift as per specification and as directed by Engineer incharge of work

I.No-5.1 (i), Page.No. 31, Vol.3 PWD SR 2023-24 - 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 per m2 using mechanical means complete with all lead and lifts as per specification and Engineer in charge ---- Complete all lead and lift as per specification and as directed by Engineer incharge of work

I.No-5.6 (B), P. No.31, Vol.3 PWD SR 2023-24 - Providing and laying Bituminous Macadam with 100 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 with all lead and lifts as per specification and Engineer in charge ---- Complete all lead and lift as per specification and as directed by Engineer incharge of work

I.No-5.31, P. No.43, Vol.3 PWD SR 2023-24 - 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. IRC-37: 2018 complete with all lead and lifts as per specification and Engineer in charge ---- Complete all lead and lift as per specification and as directed by Engineer incharge of work

P.No.146, I.No.16.15 (a), Vol-3, PWD 2023-24 - 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 Clause 1106.6, 750 mm Dia complete with all lead and lifts as per specification and Engineer in charge ---- Complete all lead and lift as per specification and as directed by Engineer incharge of work

I.No-3.6, P.No.17, Vol.3 PWD SR 2023-24 - 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 with all lead and lifts as per specification and Engineer in charge ---- Complete all lead and lift as per specification and as directed by Engineer incharge of work

I.No.2.1.3 Page No.15, PWD SR Vol-1, 2023-24 - 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates complete with all lead and lifts as per specification and Engineer in charge ---- Complete all lead and lift as per specification and as directed by Engineer incharge of work

Vol -1, I No - 2.11.h, P No - 18, PWD SR - 2023-24 - 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 complete with all lead and lifts as per specification and Engineer in charge ---- Complete all lead and lift as per specification and as directed by Engineer incharge of work

I No -2.4.1, P No-16, Vol -1,PWD SR -2023-24 - 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. (The cost of steel reinforcement & formwork to be paid separately). Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ( (head wall) complete with all lead and lifts as per specification and Engineer in charge ---- Complete all lead and lift as per specification and as directed by Engineer incharge of work

I No -2.4.1, P No-16, Vol -1,PWD SR -2023-24 - Item Description addition for form work, centering & scaffolding (M-15 concrete Intem no 2.4.1 P.No.16 of Vol-1) including all lead & lift, cost of all materials of Quantity , Labour, Uasage charges of machineries, curing and all other oppurtenances required to complete the work as per technical specification. ---- Complete all lead and lift as per specification and as directed by Engineer incharge of work

I No -2.4.1, P No-16, Vol -1,PWD SR -2023-24 - 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. (The cost of steel reinforcement & formwork to be paid separately). Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates ( For drain) complete with all lead and lifts as per specification and Engineer in charge ---- Complete all lead and lift as per specification and as directed by Engineer incharge of work

I No -2.4.1, P No-16, Vol -1,PWD SR -2023-25 - Item Description addition for form work, centering & scaffolding (M-15 concrete Intem no 2.4.1 P.No.16 of Vol-1) including all lead & lift, cost of all materials of Quantity , Labour, Uasage charges of machineries, curing and all other oppurtenances required to complete the work as per technical specification. ---- Complete all lead and lift as per specification and as directed by Engineer incharge of work

I.No16.28, P No -149, Vol -3, PWD SR - 2023-24 - 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., complete. as per the directions of the Engineer-in-charge of the work complete with all lead and lifts as per specification and Engineer in charge ---- Complete all lead and lift as per specification and as directed by Engineer incharge of work