Cauvery Neeravari Nigam Limited Tender

UNI SR 2023-24 Vol-I Page No. 07 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 etc., complete with all lead and lifts as directed by the engineer-in-charge. (Royalty shall be recovered @ Rs. 60.00/m3) ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-I Page No. 07 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 as directed by the engineer-in-charge. ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-III Page 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 etc., complete with all lead and lifts as directed by the engineer-in-charge. For Grading -V Material ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-III Page No.26 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 etc., complete with all lead and lifts as directed by the engineer-in-charge. ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-III Page No.31 Item No. 5.1 A - 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. Prime Coat over WMM/WBM etc., complete with all lead and lifts as directed by the engineer-in-charge. ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-III Page No.43 Item No. 5.32 - 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 etc., complete with all lead and lifts as directed by the engineer-in-charge. ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-III Page No.32 Item No. 5.6 (i) - 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 Bituminous Macadam Grading - I for traffic less than 20 MSA etc., complete with all lead and lifts as directed by the engineer-in-charge ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 VOl-III 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 etc., complete with all lead and lifts as directed by the engineer-in-charge. ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-III Page No.17 Item 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 etc., complete as directed by the engineer-in-charge. ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-III Page No.64 Item No.8.5 A - 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 etc., complete with all lead and lifts as directed by the engineer-in-charge. ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-III Page No.65 Item No.8.8 - 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 etc., complete with all lead and lifts as directed by the engineer-in-charge. ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-III Page No.67 Item 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 etc., complete with all lead and lifts as directed by the engineer-in-charge. ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-III Page No. 80 Item No.8.58 c - 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 etc., complete with all lead and lifts as directed by the engineer-in-charge. 600 mm dia ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-III Page No. 80 Item No.8.59.1 - Providing and erecting W Beam crash Barrier system (MASH TL3/EN1317 H1 complaint) installed by Pile Driving Machine as per MoRTH Circular RW/NH-29023/02/2019-S&R(P&B) dated 01.01.2020. The same should be hot Dip Galvanized as per Indian standard with 550 g/m2 coating on beams and post and all fittings to conform according to IS 1367 and IS 1364 etc., complete with all lead and lifts as directed by the engineer-in-charge. ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNISR 2023-24 Vol-V Page No. 120 Item No.10.14.9 - Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete as directed by the engineer-in-charge. 6 Kg/m2: 75mm ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-III 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 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 all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-I Page No. 15 Sl.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 etc., complete as directed by the engineer-in-charge. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-I Page No. 15 Sl.No. 2.1.3 - Addition for form work, centering & scaffolding (Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates for levelling course 3% FW item no UNI SR 2023-24 Vol-I Page No. 15 Sl.No. 2.1.3) 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 as directed by the engineer-in-charge. ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-I 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 as directed by the engineer-in-charge. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (For Raft, side wall and returns) ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-I Page No. 16 Item No.2.4.2 - Addition for form work, centering & scaffolding (M20 Concrete for Raft 5% FW item no UNI SR 2023-24 Vol-I Page No. 16 Item No.2.4.2) 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 as directed by engineer-in-charge ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-I Page No. 16 Item No.2.4.2 - Addition for form work, centering & scaffolding (M20 Concrete for Side wall 35% FW item no UNI SR 2023-24 Vol-I Page No. 16 Item No.2.4.2) 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 as directed by engineer-in-charge ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-I Page No. 16 Item No.2.4.2 - Addition for form work, centering & scaffolding (M20 Concrete For returns 8% FW item no UNI SR 2023-24 Vol-I Page No. 16 Item No.2.4.2) 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 as directed by the engineer-in-charge. ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-I 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 as directed by the engineer-in-charge. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (For Raft and side wall) ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-I Page No. 16 Item No.2.4.3 - Addition for form work, centering & scaffolding (M25 Concrete for Raft 5% FW item no UNI SR 2023-24 Vol-I Page No. 16 Item No.2.4.3) 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 as directed by the engineer-in-charge. ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-I Page No. 16 Item No.2.4.3 - Addition for form work, centering & scaffolding (M25 Concrete for Side wall 35% FW item no UNI SR 2023-24 Vol-I Page No. 16 Item No.2.4.3) 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 as directed by the engineer-in-charge. ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-I Page 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 as per drawing and technical specification as directed by the engineer-in-charge. All other type of structures ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-I Page No. 16 Item No.2.5.2 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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 as directed by the engineer-in-charge. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-I Page No. 16 Item No.2.5.2 - Addition for form work, centering & scaffolding (M25 Concrete for Slab 8% FW item no UNI SR 2023-24 Vol-I Page No. 16 Item No.2.5.2) 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 as directed by the engineer-in-charge. ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Page No. 121 Item No.13.2 - Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications etc., complete with all lead and lifts as directed by the engineer-in-charge (Batching Plant) ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-III Page No. 117 Item No. 12.3A - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification etc., complete with all lead and lifts as directed by the engineer-in-charge Granular Material ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNISR 2023-24 Vol-V Page No. 120 Item No.10.14.8 - Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete as directed by the engineer-in-charge 6 Kg/m2: 63 mm ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-III Page No.26 Item No.4.14Bia - 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 etc., complete with all lead and lifts as directed by the engineer-in-charge Mechanical means Grading-I (63 mm to 45 mm) Using Screening Crushable type such as Moorum or Gravel ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work

UNI SR 2023-24 Vol-III Page No.26 Item No.4.14Biia - 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 etc., complete with all lead and lifts as directed by the engineer-in-charge Mechanical means Grading-II (53 mm to 22.4 mm) Using Screening Crushable type such as Moorum or Gravel ---- Complete all lead and lift as per specification and as directed by the Engineer incharge of work