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noticeInvitingTenderDTO	createdTs 1709821937113 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 689000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 18-03-2024 16:30:00 tenderQueryClose 13-03-2024 11:00:00 technicalBidOpen 19-03-2024 16:30:05 publishedDate 11-03-2024 11:16:48 publishedByPost CNNL_EE_DIV_HRBC2_HNS publishedByUser KPE11717 - MANJUNATH BASAVEGOWDA bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 12-03-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Executive Engineer splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 9845300076 tenderSupplierList None
tenderSchedule	createdTs 1709821937144 version 4 createdDate None modifiedDate None tenderNumber CNNL/2023-24/IW/WORK_INDENT863 title Construction of Road Bridge and Improvements to road between Kempegowdanakoppalu village and Nadappanahally village under Dy 42 of HRBC, Improvements and Construction of roads from NH road to Auxillium School in Maradiyuru village of Koppa Dy coming under HRBC, Construction of Retaining wall near Milk dairy in shanuboganahalli village in Dy 03 of HRBC, Improvements and Construction of CC Road and Box drain in chapparadahalli village limits coming under PLIC description Construction of Road Bridge and Improvements to road between Kempegowdanakoppalu village and Nadappanahally village under Dy 42 of HRBC, Improvements and Construction of roads from NH road to Auxillium School in Maradiyuru village of Koppa Dy coming under HRBC, Construction of Retaining wall near Milk dairy in shanuboganahalli village in Dy 03 of HRBC, Improvements and Construction of CC Road and Box drain in chapparadahalli village limits coming under PLIC category WORKS categoryText Works ecv 45917335.48 deptName Cauvery Neeravari Nigam Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 5707 locationName CNNL No 2 HRBC Div Hunsur provisionalAmount 46000100.0 groupOverheadTotal 7004339.31 fileNumber CERno425/2023-24Kittur
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709821937000 0 None None Irrigation and Other Works Construction of Road Bridge and Improvements to road between Kempegowdanakoppalu village and Nadappanahally village under Dy 42 of HRBC, Improvements and Construction of roads from NH road to Auxillium School in Maradiyuru village of Koppa Dy coming under HRBC, Construction of Retaining wall near Milk dairy in shanuboganahalli village in Dy 03 of HRBC, Improvements and Construction of CC Road and Box drain in chapparadahalli village limits coming under PLIC 38912996.17 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2967362 98158 None 001 Clearing and grubbing road land including uprooting rankvegetation, grass, bushes, shrubs, saplings and trees girth up to300 mm, removal of stumps of trees cut earlier and disposal ofunserviceable materials and stacking of serviceable material tobe used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. complete with all lead and lift and as directed by engineer incharge of the work Sqm 4.13 4.13 18775.0 False None None False None False 77540.75 0 2967363 98158 None 002 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator. complete with all lead and lift and as directed by engineer incharge of the work Sqm 5.25 5.25 7750.0 False None None False None False 40687.5 0 2967364 98158 None 003 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 complete the work In all kinds of soils Depth upto 3 m. complete with all lead and lift and as directed by engineer incharge of the work Cum 107.1 107.1 1040.93 False None None False None False 111483.603 0 2967365 98158 None 004 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. complete with all lead and lift and as directed by engineer incharge of the work Cum 6288.45 6288.45 212.55 False None None False None False 1336610.0475 0 2967366 98158 None 005 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing andtechnical specification.- Sub structure of Bridges. complete with all lead and lift and as directed by engineer incharge of the work t 90754.65 90754.65 19.18 False None None False None False 1740674.187 0 2967367 98158 None 006 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.- 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates.(The cost of steel reinforcement & formwork to be paid separately) -Formwork- 8% culvert Head walls. complete with all lead and lift and as directed by engineer incharge of the work Cum 7262.14 7262.14 128.7 False None None False None False 934637.418 0 2967368 98158 None 007 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.- 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates.(The cost of steel reinforcement & formwork to be paid separately) Form work-35% for Drain walls.complete with all lead and lift and as directed by engineer incharge of the work Cum 9077.67 9077.67 153.0 False None None False None False 1388883.51 0 2967369 98158 None 008 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure worksof bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technicalspecifications.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates--Formwork- 10% for Earth retaining structures. complete with all lead and lift and as directed by engineer incharge of the work Cum 7903.67 7903.67 119.2 False None None False None False 942117.464 0 2967370 98158 None 009 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ( Vol -3, I.No: 3.7 of P-17 of PWD SR for 2023-24) Cum 110.25 110.25 750.38 False None None False None False 82729.395 0 2967371 98158 None 010 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 lift and as directed by engineer incharge of the work Cum 497.7 497.7 2900.5 False None None False None False 1443578.85 0 2967372 98158 None 011 Construction of Granular Sub-Base of required grading asper design mixing in a mechanical mix plant at OMC, carriageof mixed Material to work site, spreading in uniform layerswith motor grader on prepared surface and compacting withvibratory power roller to achieve the desired density, completeas per clause 401. complete with all lead and lift and as directed by engineer incharge of the work Cum 2611.35 2611.35 585.0 False None None False None False 1527639.75 0 2967373 98158 None 012 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 lift and as directed by engineer incharge of the work Cum 2686.95 2686.95 952.5 False None None False None False 2559319.875 0 2967374 98158 None 013 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. B.Mechanical means. (i) Grading-I (63 mm to 45 mm) C.Using Screening Type B (11.2mm agg). complete with all lead and lift and as directed by engineer incharge of the work Cum 2609.25 2609.25 797.26 False None None False None False 2080250.655 0 2967375 98158 None 014 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 lift and as directed by engineer incharge of the work Cum 517.65 517.65 928.88 False None None False None False 480834.732 0 2967376 98158 None 015 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 0.90 kg per m2 using mechanical means. complete with all lead and lift and as directed by engineer incharge of the work Sqm 43.05 43.05 5625.0 False None None False None False 242156.25 0 2967377 98158 None 016 Providing and applying tack coat with RS1 Bituminous Emulsionusing emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. complete with all lead and lift and as directed by engineer incharge of the work Sqm 14.7 14.7 5625.0 False None None False None False 82687.5 0 2967378 98158 None 017 Providing and laying Bituminous Macadam with 120 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 lift and as directed by engineer incharge of the work Cum 7912.8 7912.8 281.25 False None None False None False 2225475.0 0 2967379 98158 None 018 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.complete with all lead and lift and as directed by engineer incharge of the work Cum 10659.6 10659.6 140.63 False None None False None False 1499059.548 0 2967380 98158 None 019 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 lift and as directed by engineer incharge of the work Cum 7091.7 7091.7 731.63 False None None False None False 5188500.471 0 2967381 98158 None 020 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding 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. complete with all lead and lift and as directed by engineer incharge of the work Sqm 556.5 556.5 300.0 False None None False None False 166950.0 0 2967382 98158 None 021 Reinforced cement concrete M15grade kilometre stoneof standard design as per IRC:8-1980, fixing in positionincluding painting and printing etc (Ordinary kilometer stone (precast)) complete with all lead and lift and as directed by engineer incharge of the work Each 3073.35 3073.35 2.0 False None None False None False 6146.7 0 2967383 98158 None 022 Reinforced cement concrete M15grade kilometre stoneof standard design as per IRC:8-1980, fixing in positionincluding painting and printing etc (200 m stone (precast)) complete with all lead and lift and as directed by engineer incharge of the work Each 884.1 884.1 9.0 False None None False None False 7956.9 0 2967384 98158 None 023 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.B.Mechanical means. (ii) Grading-II (53 mm to 22.4 mm) C.Using Screening Type B (11.2mm agg) complete with all lead and lift and as directed by engineer incharge of the work Cum 2526.3 2526.3 140.63 False None None False None False 355273.569 0 2967385 98158 None 024 Retro-Reflectorised Traffic SignsProviding and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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:67:2012. 60 cm equilateral triangle. complete with all lead and lift and as directed by engineer incharge of the work Each 3784.2 3784.2 4.0 False None None False None False 15136.8 0 2967386 98158 None 025 Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 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 not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm 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. complete with all lead and lift and as directed by engineer incharge of the work Sqm 9460.5 9460.5 3.6 False None None False None False 34057.8 0 2967387 98158 None 026 Type - A, "W" : Metal Beam Crash BarrierProviding and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811. complete with all lead and lift and as directed by engineer incharge of the work. complete with all lead and lift and as directed by engineer incharge of the work m 3822.0 3822.0 400.0 False None None False None False 1528800.0 0 2967388 98158 None 027 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. complete with all lead and lift and as directed by engineer incharge of the work Sqm 5625.0 5625.0 12.6 False None None False None False 70875.0 0 2967389 98158 None 028 Providing rubble / boulder and sand filling behind abutment and return walls in layers including cost of all materials, labour, watering, ramming and all other ancillary operations complete.complete with all lead and lift and as directed by engineer incharge of the work Cum 2317.35 2317.35 36.0 False None None False None False 83424.6 0 2967390 98158 None 029 Dismantling of Structures.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Stone MasonryII By Mechanical means Cement Concrete Grade M-15 & M-20. complete with all lead and lift and as directed by engineer incharge of the work Cum 754.95 754.95 49.51 False None None False None False 37377.5745 0 2967391 98158 None 030 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 complete the work In all kinds of soils Depth upto 3 m Cost of De-watering upto 5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition. complete with all lead and lift and as directed by engineer incharge of the work Cum 112.46 112.46 472.22 False None None False None False 53105.8612 0 2967392 98158 None 031 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 complete the work Depth exceeding 1.5 m, but not exceeding 3 m Cost of De-watering upto 7.5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition. complete with all lead and lift and as directed by engineer incharge of the work Cum 479.72 479.72 284.31 False None None False None False 136389.1932 0 2967393 98158 None 032 Supplying, filling, spreading & leveling stone boulders of size range 5 cmto 20 cm, in recharge pit, in the required thickness, for all complete with all lead and lift and as directed by engineer incharge of the work Cum 1052.1 1052.1 62.21 False None None False None False 65451.141 0 2967394 98158 None 033 Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to2 mm in recharge pit, in required thickness over gravel layer complete with all lead and lift and as directed by engineer incharge of the work Cum 1251.6 1251.6 56.21 False None None False None False 70352.436 0 2967395 98158 None 034 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 with all lead and lift and as directed by engineer incharge of the work Cum 6288.45 6288.45 24.02 False None None False None False 151048.569 0 2967396 98158 None 035 Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finishedlayers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Additionalities for Formwork, Centering & Scaffolding 5% added to basic Rate for Foundation, Sub structure of Cross drainages) complete with all lead and lift and as directed by engineer incharge of the work Cum 6931.42 6931.42 13.22 False None None False None False 91633.3724 0 2967397 98158 None 036 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 specificationsM25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Additionalities for Formwork, Centering & Scaffolding 20% added to basic Rate for Box Culvert) complete with all lead and lift and as directed by engineer incharge of the work Cum 7983.36 7983.36 175.41 False None None False None False 1400361.1776 0 2967398 98158 None 037 Steel Fabrication 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 Sub structure of Bridges complete with all lead and lift and as directed by engineer incharge of the work Tonne 90754.65 90754.65 9.48 False None None False None False 860354.082 0 2967399 98158 None 038 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Additionalities for Formwork, Centering & Scaffolding 20% added to basic Rate for Box Culvert) complete with all lead and lift and as directed by engineer incharge of the work Cum 8622.18 8622.18 32.39 False None None False None False 279272.4102 0 2967400 98158 None 039 Steel Fabrication 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 Super structure of Bridges complete with all lead and lift and as directed by engineer incharge of the work Tonne 90990.9 90990.9 3.24 False None None False None False 294810.516 0 2967401 98158 None 040 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2 , extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. complete with all lead and lift and as directed by engineer incharge of the work m 250.95 250.95 40.0 False None None False None False 10038.0 0 2967402 98158 None 041 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. complete with all lead and lift and as directed by engineer incharge of the work Cum 7151.55 7151.55 6.56 False None None False None False 46914.168 0 2967403 98158 None 042 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). complete with all lead and lift and as directed by engineer incharge of the work Cum 12426.75 12426.75 8.75 False None None False None False 108734.0625 0 2967404 98158 None 043 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant). complete with all lead and lift and as directed by engineer incharge of the work Cum 14669.55 14669.55 8.45 False None None False None False 123957.6975 0 2967405 98158 None 044 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.complete with all lead and lift and as directed by engineer incharge of the work Cum 2810.85 2810.85 79.2 False None None False None False 222619.32 0 2967406 98158 None 045 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A Granular Material. complete with all lead and lift and as directed by engineer incharge of the work complete with all lead and lift and as directed by engineer incharge of the work Cum 1226.4 1226.4 181.8 False None None False None False 222959.52 0 2967407 98158 None 046 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 lift and as directed by engineer incharge of the work Cum 497.7 497.7 2582.5 False None None False None False 1285310.25 0 2967408 98158 None 047 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder. complete with all lead and lift and as directed by engineer incharge of the work Cum 2007.6 2007.6 21.0 False None None False None False 42159.6 0 2967409 98158 None 048 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.complete with all lead and lift and as directed by engineer incharge of the work Cum 2007.6 2007.6 21.36 False None None False None False 42882.336 0 2967410 98158 None 049 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.complete with all lead and lift and as directed by engineer incharge of the work m 2445.45 2445.45 18.38 False None None False None False 44947.371 0 2967411 98158 None 050 Strip Seal Expansion Joint.Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.complete with all lead and lift and as directed by engineer incharge of the work m 15005.55 15005.55 15.0 False None None False None False 225083.25 0 2967412 98158 None 051 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. complete with all lead and lift and as directed by engineer incharge of the work No 3434.55 3434.55 6.0 False None None False None False 20607.3 0 2967413 98158 None 052 Boundary pillar / Guard Stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting. complete with all lead and lift and as directed by engineer incharge of the work. complete with all lead and lift and as directed by engineer incharge of the work No 785.4 785.4 80.0 False None None False None False 62832.0 0 2967414 98158 None 053 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. complete with all lead and lift and as directed by engineer incharge of the work 100 Sqm 412.65 412.65 62.5 False None None False None False 25790.625 0 2967415 98158 None 054 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. complete with all lead and lift and as directed by engineer incharge of the work Cum 110.25 110.25 937.5 False None None False None False 103359.375 0 2967416 98158 None 055 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 complete with all lead and lift and as directed by engineer incharge of the work Cum 2553.6 2553.6 750.0 False None None False None False 1915200.0 0 2967417 98158 None 056 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 lift and as directed by engineer incharge of the work Cum 2686.95 2686.95 468.75 False None None False None False 1259507.8125 0 2967418 98158 None 057 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/m2using mechanical means. complete with all lead and lift and as directed by engineer incharge of the work Sqm 43.05 43.05 4687.5 False None None False None False 201796.875 0 2967419 98158 None 058 Providing and laying Bituminous Macadam with 40/60 tphcapacity 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. complete with all lead and lift and as directed by engineer incharge of the work Cum 7835.1 7835.1 234.38 False None None False None False 1836390.738 0 2967420 98158 None 059 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broom. complete with all lead and lift and as directed by engineer incharge of the work Sqm 12.6 12.6 4687.5 False None None False None False 59062.5 0 2967421 98158 None 060 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.complete with all lead and lift and as directed by engineer incharge of the work Cum 10659.6 10659.6 117.19 False None None False None False 1249198.524 0 2967422 98158 None 061 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 andcompacted to meet requirement of table No. 300-2. complete with all lead and lift and as directed by engineer incharge of the work Cum 517.65 517.65 212.5 False None None False None False 110000.625 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709821938000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709821938000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1709821938000 1 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection None 1709822202000 0 None None ELIGIBILITY EMD and Tender processing fee shall be paid through e-Payment using the following four modes of Payment a) Credit card payment b) Direct debit payment c) National electronic fund transfer d) Over the Counter (OTC) e) e-Bank Guarantee None 1709822213000 0 None None ELIGIBILITY Sub-leasing/G.P.A. of work is prohibited None 1709822220000 0 None None ELIGIBILITY The intending bidder should furnish the certificate of registration in KPWD/CPWD Class-II & above None 1709822227000 0 None None ELIGIBILITY The Bidder shall ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date of bid submission None 1709822234000 0 None None ELIGIBILITY The tenderer is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches None 1709822241000 0 None None ELIGIBILITY Conditional tenders will be rejected None 1709822251000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender and the employer will in no case be responsible and liable for those costs None 1709822266000 0 None None ELIGIBILITY The tender processing fee will neither be refunded nor will be transferred to other works None 1709822274000 0 None None ELIGIBILITY The CNNL reserves the right of rejecting any or all of the tenders without assigning any reason and will not be bound to accept the lowest tender None 1709822282000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Government orders None 1709822290000 0 None None ELIGIBILITY Amount put to tender includes cost of cement, Steel and other materials and labour charges. The rates quoted must also be inclusive of Sales Tax, Excise Duty Royalty Octroi Quarry fee etc No extra payment on this account will be entertained None 1709822298000 0 None None ELIGIBILITY Contractor has to make his own arrangement for procurement of all materials required for the work There is no departmental supply of materials Contractor should procure only ISI mark materials and submit necessary quality control certificates from the authorised quality control authority, before execution None 1709822306000 0 None None ELIGIBILITY One percent (1%) of the bill amount of the successful tenderer will be deducted towards the construction labour welfare fund as per Government Order LD/300/LET/2006 Bangalore dated 01-01-2007 and Government letter No. PW / 134 / BMS / 2007 dated 27-07-2007 None 1709822315000 0 None None ELIGIBILITY The work includes all lead and lift and work shall be carried out as per the instructions of the Engineer-in-Charge of the work. The rates in the schedule-B include all lead and lift irrespective of distance and height. No extra charges will be paid for additional lead and lift None 1709822321000 0 None None ELIGIBILITY The validity period for EMD shall be minimum valid for 45 days beyond the validity period of tender None 1709822328000 0 None None ELIGIBILITY Any necessary documents can be uploaded in spaces provided for general documents in upload document section None 1709822338000 0 None None ELIGIBILITY The Defects Liability Period for this work is 3 years from the date of completion of work None 1709822347000 0 None None ELIGIBILITY If the rates quoted by tenderer for any items of work is/are below the estimated rates of the department then the contractor shall furnish an additional performance security in the form of Bank Guarantee for an amount equivalent to the difference between the cost as per quoted rate and the estimated rates. In case of contractor quoting rate above 125% of the estimated rates, then the amount over and above 125% will be withheld during the progress of work None 1709822354000 0 None None ELIGIBILITY No quarries are approved by CNNL for materials None 1709822361000 0 None None ELIGIBILITY Contractors should have to upload the scanned copy of all necessary qualification documents and submit the original documents/certificate duly attested by notary for verification during the tender evaluation None 1709822368000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder None 1709822375000 0 None None ELIGIBILITY GST will be paid to the contract amount separately. Increase in GST shall not be paid in extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension None 1709822383000 0 None None ELIGIBILITY If Nigama wishes to engage third party inspecting agency for the said work, apart from the Quality Control authorities and field tests of the Nigama and Contractor, then the contractor should co-operate with the third party test and Quality Control authorities None 1709822417000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Executive Engineer reserves the right to verify the documents before approval None 1709822424000 0 None None ELIGIBILITY Further details and information, if any, required can be had from the Office of the Executive Engineer, No.2 HRBC Division Hunsur on all working days during office hours. If any of the dates mentioned above happens to be a General Holiday, the next working day will hold good in lieu of the date mentioned None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None List of Financial Resources with Certificates None None None None None None The intending bidder / firm / company should have satisfactorily completed (at least 90% of the contract value) as prime contractor, at least one similar work such as Construction of Road Bridge and Improvements to Road of value not less than Rs.230.00 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None The intending bidder/firm/company should have satisfactorily completed following quantity of work in any one of the years (for a continuous period of 12 months) in last five financial years 1) Earth Work Excavation/ Embankment-6737.00 Cum 2) In-situ Concrete-1350.00 Cum 3) Reinforcement Steel-25.52 tonnes 4)WBM/WMM-2487.00 cum 5)Bituminous Meadam-413 cum 6)SDBC-207.00cum Note: Certificate in this regard from an officer not below the rank of the Executive Engineer to be enclosed Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Tenderers who meet the above specified minimum qualifying criteria will only be qualified if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity (AxNx2.5-B) where A- Maximum value of civil engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress N- Number of years prescribed for completion of the works for which tenders are invited B- Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 180 days Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Bid Capacity None None None None The intending bidder/firm/company should furnish details of ownership/lease certificates of the following minimum requirement of machineries for the works 1) Excavator-2nos 2) Concrete Mixer-2nos 3) Tipper-2nos 4) Vibratory Roller-2nos 5) Tanker-2nos Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Required Construction Equipments None None None None List of key technical personnel required for the above work is as under Sl No. Category Qualification and Experience No. of persons to be deployed 1) Civil Engineer BE (Civil) with Min.2 Year Experience-1no 2) Civil Engineer Diploma (Civil) with Min.2 Year Experience -1no Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Technical Key Personnels None None None None The intending bidder / firm / company should have achieved in at least two financial years in the last five years i.e. 2018-19 to 2022-23 an average annual financial turnover (in all classes of civil engineering construction works only) of Rs.918.00 Lakhs NOTE: Turnover certificate duly audited by Chartered accountant should be Uploaded Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None The intending bidder/firm/company shall furnish details of liquid assets and or availability of credit facilities of not less the amount Rs.138.00 Lakhs for meeting the required funds in the form of credit lines / line of credit / certificate from Nationalized / Scheduled Bank Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText KPWD/CPWD Class-II and above Registration Certificate True Technical Bid Annual Financial Turnover Certificate and Audited financial statements duly certified by Chartered Accountants 2018-19 to 2022-23 True Technical Bid Existing commitments and on-going works 2018-19 to 2022-23 True Technical Bid Assessed available tender capacity 2018-19 to 2022-23 True Technical Bid Similar Work Done Certificate True Technical Bid Line of credit/certificates from scheduled Nationalized banks True Technical Bid Details of ownership, lease/hire certificates of machines True Technical Bid Details of Key personnels True Technical Bid The intending bidder should furnish the communication address and contact mobile number True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1709984411000 version 0 createdDate None modifiedDate None blockNumber office of the Chief Engineer Irrigation South CNNL Mysore street None city Mysore state Karnataka pin 570004
tenderRecallDTO	None