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noticeInvitingTenderDTO	createdTs 1724734648316 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 475000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 11-09-2024 16:00:00 tenderQueryClose 06-09-2024 11:00:00 technicalBidOpen 12-09-2024 16:30:00 publishedDate 03-09-2024 17:15:11 publishedByPost CNNL_EE_DIV_MP_RMG publishedByUser KPE15057 - MOHANA M N bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 06-09-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Mohan M N 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 08027271259 mobileNumber 9900212287 tenderSupplierList None
tenderSchedule	createdTs 1724734648351 version 4 createdDate None modifiedDate None tenderNumber CNNL/2024-25/BG/WORK_INDENT2034 title Construction Of high level causeway across Kanva River near Abburu sri Vyasaraja Swamy Mutt in channaatna Taluk Ramanagara District description Construction Of high level causeway across Kanva River near Abburu sri Vyasaraja Swamy Mutt in channaatna Taluk Ramanagara District category WORKS categoryText Works ecv 31642860.90 deptName Cauvery Neeravari Nigam Limited status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 5704 locationName CNNL MP Div Ramanagar provisionalAmount 31700000.0 groupOverheadTotal 0.0 fileNumber CER182202425
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1724734648000 0 None None Bridges Construction Of high level causeway across Kanva River near Abburu sri Vyasaraja Swamy Mutt in channaatna Taluk Ramanagara District 31642860.9 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3860692 147773 None CNN001 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. . (ii). By Mechanical Means A. In area of light jungle. Complete the work as directed by the Engineer in Charge. 100 Sqm 482.29 482.29 18.0 False None None False None False 8681.22 0 3860693 147773 None CNN002 Cutting of Trees, excluding removal of stumps and roots of trees. Girth from 300 mm to 600 mm. Complete the work as directed by the Engineer in Charge. Each 730.18 730.18 50.0 False None None False None False 36509.0 0 3860694 147773 None CNN003 Cutting of Trees, excluding removal of stumps and roots of trees. Girth from 600 mm to 900 mm. Complete the work as directed by the Engineer in Charge. Each 1160.93 1160.93 10.0 False None None False None False 11609.3 0 3860695 147773 None CNN004 Cutting of Trees, excluding removal of stumps and roots of trees. Girth from 900 mm to 1800 mm. Complete the work as directed by the Engineer in Charge. Each 2173.37 2173.37 5.0 False None None False None False 10866.85 0 3860696 147773 None CNN005 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. II By Mechanical Means, A. Bituminous course. Complete the work as directed by the Engineer in Charge. Cum 395.16 395.16 132.0 False None None False None False 52161.12 0 3860697 147773 None CNN006 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 the work as directed by the Engineer in Charge. Cum 128.86 128.86 192.5 False None None False None False 24805.55 0 3860698 147773 None CNN007 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 the work as directed by the Engineer in Charge. Cum 581.69 581.69 1312.5 False None None False None False 763468.125 0 3860699 147773 None CNN008 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 the work as directed by the Engineer in Charge. Cum 605.01 605.01 87.5 False None None False None False 52938.375 0 3860700 147773 None CNN009 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 401A Plant Mix Method (v) For Grading -V Material. Complete the work as directed by the Engineer in Charge. Cum 3052.05 3052.05 656.25 False None None False None False 2002907.8125 0 3860701 147773 None CNN010 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 the work as directed by the Engineer in Charge. Cum 3140.4 3140.4 490.0 False None None False None False 1538796.0 0 3860702 147773 None CNN011 Prime Coat over WMM/WBM 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 0.70kg per m2 using mechanical means. Complete the work as directed by the Engineer in Charge. Sqm 50.32 50.32 2450.0 False None None False None False 123284.0 0 3860703 147773 None CNN012 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. Complete the work as directed by the Engineer in Charge. Sqm 14.73 14.73 2450.0 False None None False None False 36088.5 0 3860704 147773 None CNN013 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the granular surface. Complete the work as directed by the Engineer in Charge. Sqm 17.18 17.18 2450.0 False None None False None False 42091.0 0 3860705 147773 None CNN014 Bituminous Macadam Grading - II for traffic lesser than 20 MSA 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 at 3.4 percent 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 the work as directed by the Engineer in Charge. Cum 9492.39 9492.39 122.5 False None None False None False 1162817.775 0 3860706 147773 None CNN015 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 at 5 percent 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 the work as directed by the Engineer in Charge. Cum 13040.23 13040.23 61.25 False None None False None False 798714.0875 0 3860707 147773 None CNN016 Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409. Complete the work as directed by the Engineer in Charge. Rmtr 293.3 293.3 700.0 False None None False None False 205310.0 0 3860708 147773 None CNN017 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. Complete the work as directed by the Engineer in Charge. Sqm 133.76 133.76 294.0 False None None False None False 39325.44 0 3860709 147773 None CNN018 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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. Complete the work as directed by the Engineer in Charge. Sqm 650.42 650.42 105.0 False None None False None False 68294.1 0 3860710 147773 None CNN019 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. (ii) 900 MM Equilateral triangle Type XI. Complete the work as directed by the Engineer in Charge. Each 5748.2 5748.2 2.0 False None None False None False 11496.4 0 3860711 147773 None CNN020 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. (xi) 600 X 500mm Rectangle. Complete the work as directed by the Engineer in Charge. Each 5392.32 5392.32 2.0 False None None False None False 10784.64 0 3860712 147773 None CNN021 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. (x) 600 X 800mm - Rectangular. Complete the work as directed by the Engineer in Charge. Each 6647.74 6647.74 2.0 False None None False None False 13295.48 0 3860713 147773 None CNN022 Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retroreflectorised 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 exceeding 0.9 sqm 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. Complete the work as directed by the Engineer in Charge. Each 11906.29 11906.29 2.0 False None None False None False 23812.58 0 3860714 147773 None CNN023 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Complete the work as directed by the Engineer in Charge. Each 447.93 447.93 23.0 False None None False None False 10302.39 0 3860715 147773 None CNN024 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 All kinds of soils. Depth upto 3.0m Cum 125.17 125.17 1415.11 False None None False None False 177129.3187 0 3860716 147773 None CNN025 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 the work as directed by the Engineer in Charge. Cum 7349.7 7349.7 303.75 False None None False None False 2232471.375 0 3860717 147773 None CNN026 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 therequirements of relevant IS codes, labour, Usage charges of machinery, curing and allotherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Complete the work as directed by the Engineer in Charge. Cum 7759.59 7759.59 204.75 False None None False None False 1588776.0525 0 3860718 147773 None CNN027 Providing and laying in position Cement Concrete for all Super structures ofbuilding , 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 with super plasticisers laid in layers, well compacted using needle vibrators. The cost 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. Complete the work as directed by the Engineer in Charge. Cum 8397.73 8397.73 215.4 False None None False None False 1808871.042 0 3860719 147773 None CNN028 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 therequirements of relevant IS codes, labour, Usage charges of machinery, curing and allotherappurtenances 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. Complete the work as directed by the Engineer in Charge. Cum 7775.54 7775.54 649.6 False None None False None False 5050990.784 0 3860720 147773 None CNN029 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 therequirements of relevant IS codes, labour, Usage charges of machinery, curing and allotherappurtenances 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. Complete the work as directed by the Engineer in Charge. Cum 7858.99 7858.99 279.64 False None None False None False 2197687.9636 0 3860721 147773 None CNN030 Addition for form work, cetring and scaffolding for substructure work for drain Add 35% extra Additionalities for Form Work, Centering & Scaffolding including cost and conveyance of all materials, labour, hire charges of macinaries and equipment, lead and lift, loading and unloading charges, transportation and all otther incidential charges et., complete the work shall carried out asper technical detailed specifications and asper the directions of the engineer in charge of the work. Complete the work as directed by the Engineer in Charge. Cum 2715.85 2715.85 204.75 False None None False None False 556070.2875 0 3860722 147773 None CNN031 Addition for form work, cetring and scaffolding for substructure work box culvert Add 20% extra Additionalities for Form Work, Centering & Scaffolding including cost and conveyance of all materials, labour, hire charges of macinaries and equipment, lead and lift, loading and unloading charges, transportation and all otther incidential charges et., complete the work shall carried out asper technical detailed specifications and asper the directions of the engineer in charge of the work. Complete the work as directed by the Engineer in Charge. Cum 1679.54 1679.54 215.4 False None None False None False 361772.916 0 3860723 147773 None CNN032 Addition for form work, cetring and scaffolding for substructure work for retaining wall Add 10% extra Additionalities for Form Work, Centering & Scaffolding including cost and conveyance of all materials, labour, hire charges of macinaries and equipment, lead and lift, loading and unloading charges, transportation and all otther incidential charges et., complete the work shall carried out asper technical detailed specifications and asper the directions of the engineer in charge of the work. Cum 777.55 777.55 649.6 False None None False None False 505096.48 0 3860724 147773 None CNN033 Addition for form work, cetring and scaffolding for substructure work for cutoff wall Add 5% extra Additionalities for Form Work, Centering & Scaffolding including cost and conveyance of all materials, labour, hire charges of macinaries and equipment, lead and lift, loading and unloading charges, transportation and all otther incidential charges et., complete the work shall carried out asper technical detailed specifications and asper the directions of the engineer in charge of the work Cum 785.99 785.99 279.64 False None None False None False 219794.2436 0 3860725 147773 None CNN034 Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately. Complete the work as directed by the Engineer in Charge. Tonne 96962.3 96962.3 77.36 False None None False None False 7501003.528 0 3860726 147773 None CNN035 Providing and constructing 450 mm thick dry size stone pitching using 200 to 250 mm size stones with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing etc., complete with all lead and lifts. Complete the work as directed by the Engineer in Charge. Sqm 796.45 796.45 136.8 False None None False None False 108954.36 0 3860727 147773 None CNN036 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. Complete the work as directed by the Engineer in Charge. Cum 1359.74 1359.74 125.1 False None None False None False 170103.474 0 3860728 147773 None CNN037 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, 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. Cum 8288.51 8288.51 48.33 False None None False None False 400583.6883 0 3860729 147773 None CNN038 PVC water stopper 310 mm wide ( central bulb type ). Complete the work as directed by the Engineer in Charge. m 326.44 326.44 25.0 False None None False None False 8161.0 0 3860730 147773 None CNN039 Providing rubble and sand filling in layers of 250 to 300 mm including cost of all materials,machinery, labour, watering, ramming etc.,complete with all lead and all lifts. Complete the work as directed by the Engineer in Charge. Cum 2577.12 2577.12 551.63 False None None False None False 1421616.7056 0 3860731 147773 None CNN040 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 All kinds of soils. Depth upto 3.0m. Complete the work as directed by the Engineer in Charge. Cum 125.17 125.17 40.0 False None None False None False 5006.8 0 3860732 147773 None CNN041 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 the work as directed by the Engineer in Charge. Cum 581.69 581.69 120.0 False None None False None False 69802.8 0 3860733 147773 None CNN042 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause. (C) 750 mm dia. Complete the work as directed by the Engineer in Charge. m 4092.71 4092.71 15.0 False None None False None False 61390.65 0 3860734 147773 None CNN043 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. Complete the work as directed by the Engineer in Charge. m 169.35 169.35 133.0 False None None False None False 22523.55 0 3860735 147773 None CNN044 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre 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 the work as directed by the Engineer in Charge. m 2778.38 2778.38 45.6 False None None False None False 126694.128 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1724734649000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1724734649000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1724734649000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1724734649000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1724734649000 0 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 1724734663000 0 None None ELIGIBILITY The Intending bidder are advised to visit the site of work and also access the tender documents well in advance None 1724734669000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1724734675000 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 1724734682000 0 None None ELIGIBILITY The TENDER PROCEESING FEE will not be refunded. None 1724734688000 0 None None ELIGIBILITY The CNNL reserves the right of rejecting all or any of the tenders without assigning any reasons, None 1724734694000 0 None None ELIGIBILITY If the quoted rates for the items fall below the estimated rates, the successful bidder should produce an additional performance Guarantee in the form of Bank Guarantee for the difference amount of quoted rates and estimated rates before executing agreement with CNNL. 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 1724734700000 0 None None ELIGIBILITY The contractor should be registered in respective class Category of KPWD / Any State / Central Government / Public sector organizations None 1724734706000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders None 1724734712000 0 None None ELIGIBILITY The rates quoted by the contractor must be inclusive of GST, sales Tax and any other duties, taxes, etc., The contractor is also required to pay quarry Fees, Royalties, Octroi Dues levied by the state Government or any Local body or an authority and ground rent, if any, charged by the Executive Engineer for stacking materials. No Extra Payment on this account will be made to the contractor. None 1724734717000 0 None None ELIGIBILITY Materials like steel, cement etc., required for the work shall be procured by the Contractor themselves and should get the same tested by the quality control authority of CNNL before use in this work. None 1724734722000 0 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the bidders in a complete manner. Incomplete formats may constitute sufficient reason at the discretion of CNNL for rejection of the bid None 1724734727000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Executive Engineer will verify the original documents at any stage before recommending for approval. None 1724734734000 0 None None ELIGIBILITY Further particulars, if any, required by the bidders can be had from the office of the Executive Engineer, Manchanabele Project Division, Ramanagara during office hours on all working days. It may be noted that if any of the calendar of any event mentioned above happen to be General Holiday / Declared holiday, the next working day will hold good for the respective events None 1724734739000 0 None None ELIGIBILITY The work includes all lead and lift / de-lift and work shall be carried out as per instruction of engineer-in-charge of the work. And all the specification as per Indian road congress and all relevant Indian codes. The rate for the specifications in the Schedule-B includes all lead and lift, irrespective of distance and height None 1724734745000 0 None None ELIGIBILITY The intending bidders should note that if any of the land either in part / parts or in whole required for the work is not yet acquired by the Nigama, it shall be the responsibility of the bidder to take possession of such land and start the work by obtaining necessary consent of the land owners before commencement of work at no extra cost to the Nigama and no claim what so ever relating to non-availability of land will be entertained. Any delay in obtaining consent of the land owners shall not be considered for any additional compensation. None 1724734749000 0 None None ELIGIBILITY The undersigned reserves the right to either postpone or to cancel the entire process of tender None 1724734754000 0 None None ELIGIBILITY If CNNL wishes to engage third party consultants for quality control assessment, apart from the CNNL quality control and field tests, the contractor should co-operate with both Quality control authorities and the third party None 1724734759000 0 None None ELIGIBILITY Defect liability period will be 3 Years from the date of completion and satisfactory commissioning None 1724734765000 0 None None ELIGIBILITY Performance guarantee:- For all works an amount equal to 5.00% of the contract value will be withheld as Performance Guarantee Amount till the expiry of the defect liability period None 1724734770000 0 None None ELIGIBILITY Building and other construction workers welfare cess None 1724734776000 0 None None ELIGIBILITY The contractor shall subscribe 1.00% of gross amount of each bill payable to him in respect of contract to the building and other construction workers welfare cess as per GO No: LD 300 LET 2006, Bangalore, dated: 18-01-2007. The amount of subscription will be recovered out of payable amount to him in each bill. This component is deemed to have been included in the quoted rate / percentage. None 1724734781000 0 None None ELIGIBILITY The Tenderer should furnish the Name of the individual / firm/ Company with address and telephone number with place of registration, year of incorporation etc., None 1724734787000 0 None None ELIGIBILITY The scanned signature of the bidders / authorized representatives of the bidders shall be attached while uploading the Bid document None 1724734809000 0 None None ELIGIBILITY The Tenderer should furnish the requisite Earnest Money Deposit None 1724734816000 0 None None ELIGIBILITY The Tenderer should furnish a copy of the Income Tax Return for the latest financial year None 1724734821000 0 None None ELIGIBILITY A copy of GST Certificate of the latest financial Year None 1724734827000 0 None None ELIGIBILITY Employees Provident fund Registration Certificate In respect of Contractors who are not registered with the EPF (Employees Provident Fund) authorities, the contractors should produce an undertaking that he shall within 7 days of the close of every month submit to the Executive Engineer, a statement showing the recoveries of contributions in respect of employees employed are through in and shall also furnish under the provision of the scheme to the commissioner, EPF However, having given an undertaking to this effect if the contractor does not furnish the information, the Nigama will deduct the necessary amount from the amount due to the contractor. Notwithstanding the above, the contractor will be liable for any consequential penalty /damages levied by the EPF authorities None 1724734831000 0 None None ELIGIBILITY The necessary certificates / documents in support fulfilling qualification criteria stipulated separately shall be scanned and attached to e-procurement document. The original document shall be produced at the time of opening of tender containing the Technical Bid for verification None 1724734836000 0 None None ELIGIBILITY The Bidder should also furnish the list of work on hand with all details. Such as bid cost, date of entrustment, stipulated date of completion, actual date of completion, completed cost of work, etc None 1724734842000 0 None None ELIGIBILITY Necessary certificates should be signed by an officer not below the rank of the Executive Engineer None 1724734846000 0 None None ELIGIBILITY The intending Bidder/firm/company/ should have man power available with him for taking up above work None 1724734851000 0 None None ELIGIBILITY The intending Bidder/firm/company/ shall provide evidence that the bidder has been actively engaged in the similar nature of work for at least for a period of 5 years prior to the date of submission of application None 1724734856000 0 None None ELIGIBILITY The intending Bidder/firm/company/ shall provide accurate information on the related application form about any litigation or Arbitration resulting from contracts completed or on going under its execution over the last five years. The consisting history of awards against the tenderer or any partner of a may result in failure of the application None 1724734861000 0 None None ELIGIBILITY The intending Bidder/firm/company shall provide the audited balance sheets or other financial statements acceptable to the employer for the last five years and must demonstrate the current soundness of the applicants financial position and indicate its prospective long term profitability. If deemed necessary, the employer shall have the authority to make enquiries with the applicants bankers None 1724734867000 0 None None ELIGIBILITY Amount put to tender is inclusive of prevailing GST 18% if any changes in GST from Finance Department will be considered. None 1724734872000 0 None None ELIGIBILITY After award of the work to eligible contractor. Contractor must set up field lab with all required equipment at the site mandatorily None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None The bidder/Firm/company should have satisfactorily completed as a prime contractor, at least one similar work such as Construction Bridge/Low level causeway/Cart bridge/Box culvert works of value not less than Rs. 158.22 Lakhs at 2024-25 price level in the preceding last five years. (i.e. 2019-20 to 2023-24), NOTE-1. The financial figures mentioned above is at 2024-25 price levels. Financial turnover and cost of completed works of previous years will be given a weightage of 10% per year based on the rupee value to bring them to current price levels. NOTE -2.The criteria above applies to the Individual bidder/Firm/company/ JV Certificate regarding the same duly signed by an officer not below the rank of the Executive Engineer should be submitted along with the technical bid 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 in the last five years satisfactorily executed in any one year the following minimum quantities of the work. Component No. , Nature of Work, minimum component of work, (a) Cement Concrete (Cum)-1360 (b) Steel (Tonne)-60 (c) WMM/GSB (Cum)-920, NOTE :- Work done Certificates with year wise break up of quantities duly signed by an officer not below the rank of the Executive Engineer should be submitted along with the technical bid Certificates issued by the Private Individuals/Private Companies/Private Firms, etc., will not be considered Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Each Tenderer should further demonstrate Availability by owning at least 50% of the required following key and critical equipments for this work (b) the remaining 50 % can be deployed on lease/hire for all works provided, the relevant documents (Commitment agreements etc.,) for availability for this work are furnished. The intending Bidder/firm/company/ should furnish details of ownership / lease certificates of the following minimum requirement of machineries, (a) Excavator/JCB (1 own and 1 lease/hire)-02No.s, (b) Tipper (1 own and 1 lease/hire)- 02No.s, (c) Water tanker-(1 own and 1lease/hire)-02No.s, (d) Concrete Mixer / Ajax (1 own and1 lease) -02No.s, (e) Vibrator Needle (1 own and 1 lease) 02No.s, Note : The figures mentioned above is indicative, Should there be any change in above quantities the bidder should substantiate the same with calculations Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Vehicle RC copies and Bills of the equipments 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 (AxNx1.5-B) Where, A-Maximum value of civil engineering works executed in any one year during the last five years (updated to 2024-25 price level) taking into account the completed as well as works in progress. Number of months prescribed for completion of the works for which tenders are invited. B-Value, at 2024-25 price level, of existing commitments and on-going works to be completed during the tender period days Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Tender Capacity Calculation with Existing Commitments details None None None None List of Key Minimum Technical personal required for the work are as under and should be enrolled in company/ firm/company/ should Employment register and document should be uploaded of Civil Engineer / Diploma holders: Civil Engineering with Min 5 years experience of one No. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Technical person certificates and CV None None None None The intending bidder/firm/ company / should have achieved in at least two out of last Five financial years (i.e. 2019-20 to 2023-24) (In all classes of civil Engineering construction works only) a minimum annual financial turnover of Rs. 632.86 lakhs, NOTE - Audited balance sheets and Turnover certificate duly certified by Chartered accountant should be uploaded. Financial turnover of previous years will be given a weightage of 10% per year based on the rupee value to bring them to current price value Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None The bidder / firm/company should furnish details of liquid assets and or availability of credit facilities of Rs 94.93 Lakhs for the work mentioned above for meeting the required funds in the form of credit lines / line of credit / certificate from scheduled /Nationalized Bank Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Not Applicable Others Not Applicable createdTs version createdDate modifiedDate documentName None None None None Others -- Not Applicable None None None None Not Applicable Others Not Applicable createdTs version createdDate modifiedDate documentName None None None None Others -- Not Applicable None None None None Not Applicable Others Not Applicable createdTs version createdDate modifiedDate documentName None None None None Others -- Not Applicable None None None None Not Applicable Others Not Applicable createdTs version createdDate modifiedDate documentName None None None None Others -- Not Applicable None None None None Not Applicable Others Not Applicable createdTs version createdDate modifiedDate documentName None None None None Others -- Not Applicable None None None None Not Applicable Others Not Applicable createdTs version createdDate modifiedDate documentName None None None None Others -- Not Applicable None None None None Not Applicable Others Not Applicable createdTs version createdDate modifiedDate documentName None None None None Others -- Not Applicable None None None None Not Applicable Others Not Applicable createdTs version createdDate modifiedDate documentName None None None None Others -- Not Applicable
tenderCriterionDocumentList	documentName optional documentTypeText KPWD Registration Certificate of class II and above True Technical Bid Annual Turnover Certificate issued by CA True Technical Bid Work done Certificate with year wise executed quantity breakup duly certified by The Executive Engineer True Technical Bid Tender capacity calculation with existing commitments details True Technical Bid Technical person certificates and CV True Technical Bid Vehicle RC copies and Bills of the equipments True Technical Bid Line of credit certificate in prescribed format True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1725350170000 version 0 createdDate None modifiedDate None blockNumber O/o The Chief Engineer, Public Office Building, Sayojirao road street None city Mysore state Karnataka pin 570001
tenderRecallDTO	None