createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1724062408458 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 630.00 emd 50000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 04-09-2024 16:00:00 tenderQueryClose 20-08-2024 16:57:58 technicalBidOpen None publishedDate 19-08-2024 17:04:09 publishedByPost DMA_EE1_CC_HD publishedByUser KPE11812 - VITTAL M TUBAKE bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Vittal M Tubake 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 08362213834 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1724062408502 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/WS/WORK_INDENT26598 title Laying of UGD line and Construction of UGD Chambers in Shambagi layout,Kotilinga nagar in ward no 52, Hubli description Laying of UGD line and Construction of UGD Chambers in Shambagi layout,Kotilinga nagar in ward no 52, Hubli category WORKS categoryText Works ecv 2497311.70 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2170 locationName DMA City Corporation Hubballi-Dharawada provisionalAmount 2500000.0 groupOverheadTotal 387204.64 fileNumber DMA/HDMC/ZONE7/228316
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1724062409000 0 None None Water supply/sewage lines Laying of UGD line and Construction of UGD Chambers in Shambagi layout,Kotilinga nagar in ward no 52, Hubli 2110107.06 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3810665 144679 None Vol 3 Item no 10.16 Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately) (UNI SR 2023-24 Vol-3 / Page No.95 / Item No.10.16) Sqm 508.2 508.2 42.0 False None None False None False 21344.4 0 3810666 144679 None Vol 3 Item no 2.19 Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately (UNI SR 2023-24 / vol-3 / Page No.12/ Ref. to MoRT&H : IRC 202 / Sl.no.2.19) Cum 591.15 591.15 10.8 False None None False None False 6384.42 0 3810667 144679 None Vol 1 Item no 1.17.2 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Depth exceeding 1.5 m, but not exceeding 3 m (UNI SR 2023-24 Vol-I / Page No.8 / Item No.1.17.2) Cum 347.55 347.55 429.3 False None None False None False 149203.215 0 3810668 144679 None Vol 1 Item no 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m (UNI SR 2023-24 Vol-I / Page No.6 / Item No.1.6.1) Cum 508.2 508.2 429.3 False None None False None False 218170.26 0 3810669 144679 None Vol 5 Item no 16.1.4 Supplying, 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 (UNI SR 2023-24 / Page No.187 / Sl.no. 16.1.4) Mtr 926.1 926.1 510.0 False None None False None False 472311.0 0 3810670 144679 None Vol 1 Item no 1.10 Refilling 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 (UNI SR 2023-24 Vol 1 /Page No.7 / Item No.1.10) Cum 168.0 168.0 858.6 False None None False None False 144244.8 0 3810671 144679 None Vol 5 Item no 16.40 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 UGD MHC interpolation as per UNI SR 1.50m depthSFRC Cover & Frame: For 1.2m dia UGD MHC interpolation as per UNI SR 1.50m depth Each 37172.1 37172.1 5.0 False None None False None False 185860.5 0 3810672 144679 None Vol 5 Item no 16.40 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 1.2m dia UGD MHC interpolation as per UNI SR 1.80m depth Each 44135.49 44135.49 5.0 False None None False None False 220677.45 0 3810673 144679 None Vol 5 Item no 16.40 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 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia, 2.0 M depth & Medium duty SFRC cover & frame (UNI SR 2023-24 Vol-5 /Page No.201 / Sl No. 16.40.2) Each 48777.75 48777.75 4.0 False None None False None False 195111.0 0 3810674 144679 None Vol 5 Item no 16.40 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 1.2m dia UGD MHC interpolation as per UNI SR 2.40m depth Each 59119.41 59119.41 3.0 False None None False None False 177358.23 0 3810675 144679 None Vol 2 Item no 6.2 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. (UNI SR 2023-24 / Vol-2 / Page No.13 / Item No.6.2) Cum 8376.9 8376.9 4.17 False None None False None False 34931.673 0 3810676 144679 None Vol 2 Item no 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (UNI SR 2023-24 / Vol-2 / Page No.41 / Item No.8.2.2) Sqm 292.95 292.95 8.34 False None None False None False 2443.203 0 3810677 144679 None Vol 3 Item no 4.17 Providing, laying, spreading and compacting graded stone ggregate 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. (UNI SR 2023-24 Vol-III /Page No.26/Item No.4.17) Cum 2686.95 2686.95 68.85 False None None False None False 184996.5075 0 3810678 144679 None Vol 3 Item no 6.8.2 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) (UNI SR 2023-24 Vol-3 / Page No.51 / Item No.6.8.2) Sqm 1219.05 1219.05 16.8 False None None False None False 20480.04 0 3810679 144679 None Vol 3 Item no 16.28 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, 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 7091.7 7091.7 10.8 False None None False None False 76590.36 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1724062409000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1724062409000 1 None None ELIGIBILITY Valid contractor Registration Certificate issued from competent authority in appropriate contractor class None 1724062409000 1 None None ELIGIBILITY Financial Turnover Certificate obtained and certified by the Registered Valid Chartered Accountant indicating the Registration no of Chartered Accountant with UDIN number details along with profit and loss statement tallying the annual Turnover None 1724062409000 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 1724062409000 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 1724062409000 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 1724062409000 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 1724062409000 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 1724062409000 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 1724062409000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1724062409000 1 None None ELIGIBILITY Work done certificate for the work performed as prime contractor (in the same name) on works of Similar Nature over during the five years specified (Similar Nature of work done certificate i.e, 50% of amount put to tender None 1724062409000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1724062409000 1 None None ELIGIBILITY Unconditional Line of credit i.e, 30% of amount put to tender obtained from Nationalised/Scheduled Banks in Given Pro-forma in the bid document None 1724062409000 0 None None ELIGIBILITY Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None 1724062409000 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 1724062409000 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 1724062409000 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 1724062487000 0 None None ELIGIBILITY Valid PAN Card and Valid GST Registration certificates . None 1724062498000 0 None None ELIGIBILITY All conditions As per kw2 None 1724062529000 0 None None ELIGIBILITY Contractor Contact phone number , address and e-mail id are mandatory None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Contractor Registration Certificate True Technical Bid Line of Credit True Technical Bid Similar nature of work done certificate True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Water supply/sewage lines Dharwad Hubballi Urban Dharwad North HUBLI Kotilinga Nagara, Shambhagi Layout None None None None None None
tenderAddress	None
tenderRecallDTO	None