createdTs	None
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noticeInvitingTenderDTO	createdTs 1708894089771 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 850.00 emd 90000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 05-03-2024 17:30:00 tenderQueryClose 04-03-2024 17:00:00 technicalBidOpen None publishedDate 26-02-2024 03:08:08 publishedByPost CMC_MCOM_HBGD publishedByUser KPE12906 - NARASIMHA MURTHY K bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Savithri M splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08027833730 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1708894089804 version 4 createdDate None modifiedDate None tenderNumber DMA/2023-24/RD/WORK_INDENT15878 title Development of UGD and Road from Pillappa house to Venkatesh house, Devamma house to Pillappa house , Annayyappa house to Yashodamma house and Harish house to Annayappa house, Manju house to Prabhu house and Shekar house to Babu and Vinod house and Construction of UGD from Rajappa house to Park in W.No.15 Hebbagodi CMC Limits description Development of UGD and Road from Pillappa house to Venkatesh house, Devamma house to Pillappa house , Annayyappa house to Yashodamma house and Harish house to Annayappa house, Manju house to Prabhu house and Shekar house to Babu and Vinod house and Construction of UGD from Rajappa house to Park in W.No.15 Hebbagodi CMC Limits category WORKS categoryText Works ecv 3383127.66 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 2271 locationName DMA City Municipal Council Hebbagodi provisionalAmount 4500000.0 groupOverheadTotal None fileNumber 9/7
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1708894090000 0 None None Roads Development of UGD and Road from Pillappa house to Venkatesh house, Devamma house to Pillappa house , Annayyappa house to Yashodamma house and Harish house to Annayappa house, Manju house to Prabhu house and Shekar house to Babu and Vinod house and Construction of UGD from Rajappa house to Park in W.No.15 Hebbagodi CMC Limits 3383127.66 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2807028 90392 None code01 Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge..(PWD SR 2023-24, VOL-2, P-187,I.No-19.2.1 ) Cum 1712.89 1712.89 33.6 False None None False None False 57553.104 0 2807029 90392 None code02 Earth work excavation for Foundation by mechanical means for all works & depth up to 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 up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work (as per specification. PWD SR 2023-224 Vol:1 P.NO.8 I.No:1.14.1) Cum 105.06 105.06 309.84 False None None False None False 32551.7904 0 2807030 90392 None code03 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cm 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 PWD SR 2023-24 Vol:1 P.NO. 7 I.No:1.10A) Cum 164.8 164.8 309.84 False None None False None False 51061.632 0 2807031 90392 None code04 Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing 230 mm dia. pipes.BWSSB SR 2023-24 Vol:5 P.NO.187 I.No:16.1.4) Mtr 908.46 908.46 224.0 False None None False None False 203495.04 0 2807032 90392 None code05 Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.2 M depth & SFRC cover and frame BWSSB SR 2023-24 Vol:3 P.NO.192 I.No: 16.15.4 ) Nos 32311.1 32311.1 19.0 False None None False None False 613910.9 0 2807033 90392 None code06 Earth Work Excavtion Earth 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 urfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.( PWD SR 2023-24, Vol:1 P.NO.8 I.No:1.12 ) Cum 97.85 97.85 222.0 False None None False None False 21722.7 0 2807034 90392 None code07 Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work (PWD SR 2023-24, Vol:3, P.NO.15 I.No:3.1) Cum 87.55 87.55 531.84 False None None False None False 46562.592 0 2807035 90392 None code08 Compacting original ground supporting embankment Loosening, levelling 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 SR 2023-24, Vol:3 P.NO.17, I.No:3.7) Cum 108.15 108.15 222.0 False None None False None False 24009.3 0 2807036 90392 None code09 Wet Mix Macadam (Plant mix method): 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 (PWD SR 2023-24, VOL:3, P.NO.26, I.NO:4.17) Cum 2635.77 2635.77 111.0 False None None False None False 292570.47 0 2807037 90392 None code10 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 or 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 SR 2023-24 VOL:3 P.NO.149 I.NO:16.28) Cum 6956.62 6956.62 111.0 False None None False None False 772184.82 0 2807038 90392 None code11 Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge..(PWD SR 2023-24, VOL-2, P-187,I.No-19.2.1 ) Cum 1712.89 1712.89 15.9 False None None False None False 27234.951 0 2807039 90392 None code12 Earth work excavation for Foundation by mechanical means for all works & depth up to 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 up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work (as per specification. PWD SR 2023-224 Vol:1 P.NO.8 I.No:1.14.1) Cum 105.06 105.06 200.13 False None None False None False 21025.6578 0 2807040 90392 None code13 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cm 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 PWD SR 2023-24 Vol:1 P.NO. 7 I.No:1.10A) Cum 164.8 164.8 200.13 False None None False None False 32981.424 0 2807041 90392 None code14 Supplying, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of 300 mm dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing..(BWSSB SR 2023-24 VOL-5, P-187/I-16.1.6) Mtr 1125.79 1125.79 159.0 False None None False None False 179000.61 0 2807042 90392 None code15 Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For Constructing Table Moulded Bricks Machinehole 1.2 m internal dia., 2.0 m depth & Medium duty SFRC cover & frame. (BWSSB SR 2023-24, VOL-5 , P-201/I-16.40.2 Nos 47848.65 47848.65 8.0 False None None False None False 382789.2 0 2807043 90392 None code16 Earth Work Excavtion Earth 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 urfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.( PWD SR 2023-24, Vol:1 P.NO.8 I.No:1.12 ) Cum 97.85 97.85 119.25 False None None False None False 11668.6125 0 2807044 90392 None code17 Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work (PWD SR 2023-24, Vol:3, P.NO.15 I.No:3.1) Cum 87.55 87.55 319.38 False None None False None False 27961.719 0 2807045 90392 None code18 Compacting original ground supporting embankment Loosening, levelling 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 SR 2023-24, Vol:3 P.NO.17, I.No:3.7) Cum 108.15 108.15 119.25 False None None False None False 12896.8875 0 2807046 90392 None code19 Wet Mix Macadam (Plant mix method): 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 (PWD SR 2023-24, VOL:3, P.NO.26, I.NO:4.17) Cum 2635.77 2635.77 59.625 False None None False None False 157157.78625 0 2807047 90392 None code20 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 or 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 SR 2023-24 VOL:3 P.NO.149 I.NO:16.28) Cum 6956.62 6956.62 59.625 False None None False None False 414788.4675 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1708894094000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1708894094000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1708894094000 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 1708894094000 0 None None ELIGIBILITY Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None 1708894094000 0 None None ELIGIBILITY Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None 1708894094000 0 None None ELIGIBILITY 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 1708894094000 0 None None ELIGIBILITY 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 1708894094000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1708894094000 0 None None ELIGIBILITY List of existing commitments and ongoing works None 1708894094000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1708894094000 0 None None ELIGIBILITY Banker Details for reference None 1708894094000 0 None None ELIGIBILITY Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None 1708894094000 0 None None ELIGIBILITY Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None 1708894094000 0 None None ELIGIBILITY Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None 1708894094000 0 None None ELIGIBILITY Proposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached) None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText PWD CIVIL LICENCE CLASS 3 & above obtained from competent authority. True Technical Bid Annual Turnover Certificate for 5 years certified by chartered accountant. True Technical Bid GST Certificate True Technical Bid Quantity Certificate obtained from competent authority. True Technical Bid Certificate of Similar work done obtained from competent authority. True Technical Bid Unconditional Line of credit from the nationalized banks True Technical Bid Certificate of ongoing / works in hand obtained from competent authority. True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None