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tenderReceiptClose26-08-2024 17:30:00
tenderQueryClose23-08-2024 17:30:00
technicalBidOpen28-08-2024 11:00:00
publishedDate09-08-2024 00:39:56
publishedByPostCMC_MCOM_BDVT
publishedByUserKPE14519 - P M CHANNAPPANAVAR
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tenderNumberDMA/2024-25/OW/WORK_INDENT25199
titleRCC Box Drainage Works at Ambedkar Nagar 1st Cross of Ward No. 03 CMC limit Bhadravathi Rs 8.00 Lakhs. 2) Construction of RCC Deck and Box Drainage near Lotus Bar of Ward No. 03. CMC limit Bhadravathi Rs. 3.00 Lakhs
description1RCC Box Drainage Works at Ambedkar Nagar 1st Cross of Ward No. 03 CMC limit Bhadravathi Rs 8.00 Lakhs. 2) Construction of RCC Deck and Box Drainage near Lotus Bar of Ward No. 03. CMC limit Bhadravathi Rs. 3.00 Lakhs
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deptNameDirectorate of Municipal Administration
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location2392
locationNameDMA City Municipal Council Bhadravathi
provisionalAmount1100000.0
groupOverheadTotal168906.74
fileNumberTNO-04/2024-25/31
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17229734850000NoneNoneOther Works1RCC Box Drainage Works at Ambedkar Nagar 1st Cross of Ward No. 03 CMC limit Bhadravathi Rs 8.00 Lakhs. 2) Construction of RCC Deck and Box Drainage near Lotus Bar of Ward No. 03. CMC limit Bhadravathi Rs. 3.00 Lakhs931093.26
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3708156136796NoneCode01Earth 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 2023-24 PWD Common SR,Vol.no 1 P.No = 5 I.No 1.4.1Cum249.26249.2678.46FalseNoneNoneFalseNoneFalse19556.93960
3708157136796NoneCode02Providing and laying in position plain cement concrete Mix 1:4:8( M7.5) Using 40 mm nominal size graded crushed coarse aggregates 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. including shuttering and centring (The cost of steel reinforcement shall be paid separately) 2023-24 PWD Common SR,Vol.no 1, P.No = 15 I.no 2.1.2Cum5833.925833.9210.61FalseNoneNoneFalseNoneFalse61897.89120
3708158136796NoneCode03Providing 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 gnite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M20 Design Minx using 20mm nominal size graded crushed coarse aggregates including shuttering and centring 2023-24 PWD Common SR,Vol.no 1, P.No = 16 I.no 2.4.2]Cum8792.138792.1323.7656FalseNoneNoneFalseNoneFalse208950.2447280
3708159136796NoneCode04Supplying, 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.H.All other type of structures 2023-24 PWD Common SR,Vol.no 1, P.No = 18 I.no 2.11.hTonne81381.3381381.331.1195FalseNoneNoneFalseNoneFalse91106.3989350
3708160136796NoneCode05Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 50mm dia., 6 kg/sqcm & class 5 PWD common SR vol 5 2023-24 p.no 113 I.no 10.1.3Mtr104.03104.034.86FalseNoneNoneFalseNoneFalse505.58580
3708161136796NoneCode06Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications 2023-24 PWD Common SR,Vol.no 1, P.No = 7 I.no 1.10Cum164.8164.814.33FalseNoneNoneFalseNoneFalse2361.5840
3708162136796NoneCode07Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work PWD common SR 2023-24 Vol:3 P.NO.17 I.no 3.1Cum87.5587.5564.13FalseNoneNoneFalseNoneFalse5614.58150
3708163136796NoneCode08Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and Providing and laying of MDPE pipe (PE80)-PN 12.5 manufactured in accordance with ISO 4427-1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and ) etc. complete For connection pipe length beyond 2.0 mtrs for every 1 mtr. or part thereof PWD common SR 2023-24 Vol:3 p.no 22 I.no 2.21.4Sqm973.35973.351.68FalseNoneNoneFalseNoneFalse1635.2280
3708164136796NoneCode09Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drain- age of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. PWD common SR 2023-24 Vol: 2 p.no 177 I.no 17.14Sqm1205.11205.174.925FalseNoneNoneFalseNoneFalse90292.11750
3708165136796NoneCode10Earth work in surface excavation by mechanical means for lowering & levelling the ground for all works other than foundation in all kinds of soils & up to depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50m and lift upto 1.5m inclouding cost of labour, tools, usage of machinery nd other appurtenances reuired to complete the work. [ PWD common SR 2023-24 Vol:1 P.NO.8 I.No. 1.13]Cum372.86372.8618.75FalseNoneNoneFalseNoneFalse6991.1250
3708166136796NoneCode11Removal of Unserviceable Soil with Disposal up to asuitable distance as directed by the Engineer in charge of work [PWD common SR 2023-24 Vol:3 P.NO.17 I.No. 3.1]Cum87.5587.5518.75FalseNoneNoneFalseNoneFalse1641.56250
3708167136796NoneCode12Compacting Original Ground Compacting original ground supporting embankment 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. [ PWD common SR 2023-24 Vol:3 P.NO.15 I.No. 3.7]Cum108.15108.1518.75FalseNoneNoneFalseNoneFalse2027.81250
3708168136796NoneCode13Providing, 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 rollerto achieve the desireddensity [ PWD commonSR 2023-24 Vol:3 P.NO.26 I.No. 4.17]Cum2635.772635.7745.0FalseNoneNoneFalseNoneFalse118609.650
3708169136796NoneCode14Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.[ PWD commonSR 2023-24 Vol:3 P.NO.49 I.No.6.1]Cum5067.65067.627.5FalseNoneNoneFalseNoneFalse139359.00
3708170136796NoneCode15PQC 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 M20 (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 [PWD common SR 2023-24 Vol:3 P.NO.188 I.No. 16.27]Cum6565.226565.2227.5FalseNoneNoneFalseNoneFalse180543.550
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17229734860000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17229734860000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17229734860000NoneNoneELIGIBILITYBidders 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
17229734860000NoneNoneELIGIBILITYIt 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
17229734860000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17229734920000NoneNoneELIGIBILITYAll terms and Conditions as per tender documentsNone
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NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneBanker DetailsNoneNone
NoneNoneNoneNoneAnnual Turnover Certificate Dually Certified by Charted Accountant (2019-20 to 2023-24) - Achieved in at least one financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.11.00 Lakhs (usually not less than the estimated annual payments under this contract) Annual Turnover Certificate (2019-20 to 2023-24)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNonePWD Class IV and above Civil Contractor Registration Certificate (Current Valid)OthersRegistration
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneMust Should Submit Existing commitments and on-going works Details in Prescribed format in KW DocumentOthersOn Going Works
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- On Going Works
NoneNoneNoneNoneGST registration Certificate and PAN CARDOthersGST & PAN
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneGST Registration
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documentNameoptionaldocumentTypeText
Documents upload as per Technical CriteriaTrueTechnical Bid
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tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
Other WorksShivamoggaBhadravathiShimogaBHADRAVATHIWard No 03 Ambedkar nagara BhadravathiNoneNoneNoneNoneNoneNone
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