createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1724138720375 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy RESERVED invitingStrategyText Reserved taxType INCLUSIVE_TAX tenderFee 500.00 emd 25000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 04-09-2024 16:00:00 tenderQueryClose 21-08-2024 13:59:33 technicalBidOpen None publishedDate 20-08-2024 13:03:43 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 1724138720421 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/BD/WORK_INDENT26620 title Construction of Muktidhama building for cremation in the Hindu cemetery of Tarihala village in ward no. 31, zone 07, HDMC. description Construction of Muktidhama building for cremation in the Hindu cemetery of Tarihala village in ward no. 31, zone 07, HDMC. category WORKS categoryText Works ecv 2000000.00 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2170 locationName DMA City Corporation Hubballi-Dharawada provisionalAmount 2000000.0 groupOverheadTotal 312948.54 fileNumber 228294
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1724138720000 0 None None Buildings Construction of Muktidhama building for cremation in the Hindu cemetery of Tarihala village in ward no. 31, zone 07, HDMC. 1687051.46 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3817012 145087 None code Vol-1 Page No.5 Item no..1.4.1 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges andsuch simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. (UNI SR 2023-24 Vol-I / Page No.5 / Item No.1.4.1) Cum 254.1 254.1 71.517 False None None False None False 18172.4697 0 3817013 145087 None code Vol-1 Page No.15 Item no..2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. (UNI SR 2023-24 Vol-I / Page No.59 / Item No.2.1.3) Cum 6288.45 6288.45 23.86 False None None False None False 150042.417 0 3817014 145087 None code Vol-1 Page No.16 Item no..2.5.1 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (UNI SR 2023-24 Vol-I / Page No.16 / Item No.2.5.1) Cum 6961.5 6961.5 51.77 False None None False None False 360396.855 0 3817015 145087 None code Vol-1 Page No.111 Sl.no. 1.a As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Foundation upto Plinth, a. Isolated works 8% (UNI SR 2023-24 Vol-1 / Page no.111 / Sl.no.1.a / Addendum I Percentage Additionalities for Form work, Centering & Scaffolding) Cum 556.92 556.92 3.27 False None None False None False 1821.1284 0 3817016 145087 None code Vol-1 Page No.111 Sl.no. 9 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For RCC Columns / Shaft (Slip Centering) works 70% (UNI SR 2023-24 Vol-1 / Page no.111 / Sl.no.9 / Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding) Cum 4873.05 4873.05 7.11 False None None False None False 34647.3855 0 3817017 145087 None code Vol-1 Page No.111 Sl.no. 2 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Plinth Beams of Buildings works 50% (UNI SR 2023-24 Vol-1 / Page no.111 / Sl.no.2 / Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding) Cum 3480.75 3480.75 7.66 False None None False None False 26662.545 0 3817018 145087 None code Vol-1 Page No.112 Sl.no.14 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For RCC Beams, Lintels & Troughs of Aqueducts works 60% UNI SR 2023-24 Vol-1 / Page no.112 / Sl.no.14 / Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding) Cum 4176.9 4176.9 6.04 False None None False None False 25228.476 0 3817019 145087 None code Vol-1 Page No.112 Sl.no.15 As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For RCC Roof Slabs works 50% (UNI SR 2023-24 Vol-1 / Page no.112 / Sl.no.15 Appendix I Additionalities for Formwork, Centering & Scaffolding) Cum 3480.75 3480.75 27.7 False None None False None False 96416.775 0 3817020 145087 None code Vol-1 Page No.71 Item no..9.3 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (UNI SR 2023-24 Vol-1 / Page No.71 / Item No.9.3) Tonne 93929.85 93929.85 5.54 False None None False None False 520371.369 0 3817021 145087 None code Vol-2 Page No.15 Item no..6.32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (UNI SR 2023-24 Vol-II / Page No.15 / Item No.6.32) Sqm 1375.5 1375.5 232.19 False None None False None False 319377.345 0 3817022 145087 None code Vol-1 Page No.15 Item no..2.1.4 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 20 mm nominal size graded crushed coarse aggregates (UNI SR 2023-24 Vol-I / Page No.15 / Item No.2.1.4) Cum 6527.85 6527.85 0.53 False None None False None False 3459.7605 0 3817023 145087 None code Vol-1 Page No.7 Sl no..1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (UNI SR 2023-24 Vol-I / Page No.7 / Item No.1.9) Cum 279.3 279.3 136.47 False None None False None False 38116.071 0 3817024 145087 None code Vol-2 Page No.82 Sl no.11.25.2 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (UNI SR 2023-24 Vol-2 / Page No.82 / Item No.11.25.2) Kg 142.8 142.8 446.16 False None None False None False 63711.648 0 3817025 145087 None code Vol-2 Page No.26 Item no..7.38 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineerin- charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (UNI SR 2023-24 Vol-2 / Page No.26 / Item No.7.38) Sqm 596.4 596.4 48.0 False None None False None False 28627.2 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1724138721000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1724138721000 1 None None ELIGIBILITY Valid contractor Registration Certificate issued from competent authority in appropriate contractor class None 1724138721000 1 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste reserved category as prescribed in the tender document None 1724138721000 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 1724138721000 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 1724138780000 0 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 1724138794000 0 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, 25% of amount put to tender None 1724138803000 0 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 1724138815000 0 None None ELIGIBILITY Valid PAN Card and Valid GST Registration certificates None 1724138824000 0 None None ELIGIBILITY All conditions As per kw2 None 1724138833000 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 Reserved Category Certificate SC True Technical Bid Domicile certificate of contractor 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 Buildings Dharwad Hubballi Urban Dharwad North HUBLI Tarihala village ward no. 31, None None None None None None
tenderAddress	None
tenderRecallDTO	None