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noticeInvitingTenderDTO	createdTs 1718712033284 version 15 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 10600.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 02-07-2024 16:00:00 tenderQueryClose 29-06-2024 17:30:00 technicalBidOpen None publishedDate 18-06-2024 17:57:10 publishedByPost PWD_EE_DIV_GAD publishedByUser KPE11642 - V N PATIL bidValidityPeriod 90 noOfCalls 5 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Executive Engineer 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 08372238782 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1718712033287 version 36 createdDate None modifiedDate None tenderNumber PWD/2023-24/BD/WORK_INDENT7499/CALL-5 title Construction of Ganesh Samudaya Bhavan at Sortur Gadag taluk/dist/Call-4 description Construction of Ganesh Samudaya Bhavan at Sortur Gadag taluk/dist/Call-4 category WORKS categoryText Works ecv 422336.07 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1682 locationName PWD Division Office Gadaga provisionalAmount 500000.0 groupOverheadTotal None fileNumber kpwd/4059/23-24/15
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1718712033000 0 None None Buildings Construction of Ganesh Samudaya Bhavan at Sortur Gadag taluk/dist 422336.07 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3304154 115228 None Vol No1 pg no08I No 1.14.1 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. In all kinds of soils Depth upto 3m Cum 102.0 102.0 23.02 False None None False None False 2348.04 0 3304155 115228 None Vol No1 pg no15I No 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granitetrapbasalt 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 Cum 5989.0 5989.0 3.42 False None None False None False 20482.38 0 3304156 115228 None Vol No1 pg no15I No 2.2.3 Providing and laying in position cement concrete for all Foundation works. The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6336.0 6336.0 2.59 False None None False None False 16410.24 0 3304157 115228 None Vol1 pg No.111 8percent Additional for formwork, Centering & Scaffolding for Sl No 1 a: Foundation upto plinth Isolated As per AppendixI in Volume1 of page No.111 (@8% of Finished Rate) Cum 506.88 506.88 2.59 False None None False None False 1312.8192 0 3304158 115228 None Vol No1 pg no16I No 2.3.2 Providing and laying in cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granitetrapbasalt 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6480.0 6480.0 0.26 False None None False None False 1684.8 0 3304159 115228 None Vol1 pg No.111 Additional for formwork, Centering & Scaffolding for Sl No 8: Columns & Piers As per AppendixI in Volume1 of page No.111 (@70% of Finished Rate) Cum 4536.0 4536.0 0.26 False None None False None False 1179.36 0 3304160 115228 None Vol No1 pg no7I 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. Cum 266.0 266.0 16.74 False None None False None False 4452.84 0 3304161 115228 None Vol No1 pg no7I No 1.8 Construction of Embankment by excavating the available approved GravelMurrum 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. If the height of embankment construction is more than 1.50 m add 5% per Cum for every 1.50 m height or part there off Cum 474.0 474.0 9.6 False None None False None False 4550.4 0 3304162 115228 None Vol No1 pg no17I No2.4.1 Providing and laying in position 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 granitetrapbasalt 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 & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 6404.0 6404.0 0.51 False None None False None False 3266.04 0 3304163 115228 None Vol No1 pg no9I No 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5611.0 5611.0 8.37 False None None False None False 46964.07 0 3304164 115228 None Vol No1 pg no17 I No 2.5.2 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 trapbasalt 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6843.0 6843.0 6.74 False None None False None False 46121.82 0 3304165 115228 None Vol1 pg No.111 Additional for formwork, Centering & Scaffolding for Sl No 8 : Columns & Piers As per AppendixI in Volume1 of page No.111 (@70% of Finished Rate) Cum 4790.09 4790.09 0.76 False None None False None False 3640.4684 0 3304166 115228 None Vol1 pg No.111 Additional for formwork, Centering & Scaffolding for Sl No 12 : Plinth beam As per AppendixI in Volume1 of page No.111 (@50% of Finished Rate) Cum 3421.5 3421.5 1.1 False None None False None False 3763.65 0 3304167 115228 None Vol1 pg No.111 Additional for formwork, Centering & Scaffolding for Sl No 12 : beam & lintels As per AppendixI in Volume1 of page No.112(@60% of Finished Rate) Cum 4105.8 4105.8 1.52 False None None False None False 6240.816 0 3304168 115228 None Vol1 pg No.112 Additional for formwork, Centering & Scaffolding for Sl No 20 : Chejjas, Canopy & Other Architectural projections of minor sections As per AppendixI in Volume1 of page No.112 (@45% of Finished Rate) Cum 3079.35 3079.35 0.24 False None None False None False 739.044 0 3304169 115228 None Vol1 pg No.112 Additional for formwork, Centering & Scaffolding for Sl No 13 : Roof straight As per AppendixI in Volume1 of page No.112(@50% of Finished Rate) Cum 3421.5 3421.5 3.12 False None None False None False 10675.08 0 3304170 115228 None Vol No1 pg no18 I No 2.11A Supplying, fitting and placing TMT FE 550 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingwelding joints, tying with binding wire soft annealed steel wire and other ancilary operations complete as per drawing and technical specification MT 89457.0 89457.0 0.75 False None None False None False 67092.75 0 3304171 115228 None Vol No2 pg no14 I No 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes 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. Cum 7969.0 7969.0 10.71 False None None False None False 85347.99 0 3304172 115228 None Vol No2 pg no41 I No 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 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 Engineerincharge. Sqm 295.0 295.0 62.8 False None None False None False 18526.0 0 3304173 115228 None Vol No2 pg no42 I No 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 coarse sand) finished rough with sponge to brick masonry 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 Engineerincharge. Sqm 371.0 371.0 45.22 False None None False None False 16776.62 0 3304174 115228 None Vol No2 pg no63 I No 9.23 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rub bing, curing and polishing etc. all complete as specified and as directed by the EngineerinCharge :** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 2466.0 2466.0 16.0 False None None False None False 39456.0 0 3304175 115228 None Vol No2 pg no50 I No 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 100.0 100.0 62.8 False None None False None False 6280.0 0 3304176 115228 None Vol No2 pg no45 I No8.25 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineerincharge. Sqm 137.0 137.0 62.8 False None None False None False 8603.6 0 3304177 115228 None Vol No2 pg no45 I No8.27 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineerincharge. Sqm 53.0 53.0 45.22 False None None False None False 2396.66 0 3304178 115228 None Vol No2 pg no45 I No8.28 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineerincharge. Sqm 89.0 89.0 45.22 False None None False None False 4024.58 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1718712033000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1718712033000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1718712033000 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 1718712033000 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 1718712033000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1718712033000 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 1718712033000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1718712033000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should give all details and documents as per bid attached to this tender None 1718712033000 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 1718712033000 0 None None ELIGIBILITY All necessary arrangements shall be made and precaution taken to prevent completely or partially, damage to the structure or labours / employees during construction period. (As per recent Labour Act) Contractor shall be fully responsible for any damage to the structure during the construction and maintainance period.Any damage caused due to any reasons shall be rectified / replaced at his own cost as per the direction of Engineer in charge. Nothing shall be payable by the Deparment on account of inclusive of all such arrangements/ precautions work needed. None 1718712033000 0 None None ELIGIBILITY The field Lab shall preferably located, adjacent to the site with the required amenity as per the clause. Failing which 1% of the amount of work done will be penalised. None 1718712033000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards labour welfare fund. None 1718712033000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1718712033000 0 None None ELIGIBILITY The employer reserves the rights to Reject one or all Tenders without assigning any reasons. None 1718712033000 0 None None ELIGIBILITY As per tender clause No. 24.1 if the Contract amount is below the amount put to tender(unbalanced Tender), the contractor should remit the difference amount at the time of executing the agreement. None 1718712033000 0 None None ELIGIBILITY The construction materials (minerals metal,sand and murrum) shall be bought from the authorised quarries along with the mineral despatch permit or else 5 times the royalty will be deducted as penalty as per the Directions of the Director, Mines and Geology Department Bangalore proceedings dated 25.03.2013. None 1718712033000 0 None None ELIGIBILITY Bid capacity of Bidders on Letter Head duly signed None 1718712033000 0 None None ELIGIBILITY The Item rates quoted shall include cost of Royalty charges on construction materials and other taxes None 1718712033000 0 None None ELIGIBILITY AS per GO FD 876 Exp-12/2017, Blore dated 10/10/2017 The Clause 9.1 (EMD) ,3.1(Bid Capacity) ,24.1(FSD) of KW 1 are modified None 1718712033000 0 None None ELIGIBILITY The tenderer should maintain the building One year after complition of the work None 1718712033000 0 None None ELIGIBILITY Tender period for work completion 6 Months None 1718712033000 0 None None ELIGIBILITY Bidder shall pay the EMD of Rs 10600.00 through e-payment only. None 1718712033000 0 None None ELIGIBILITY Estimate rates are exclusive GSTand the pravailing GST 18 percenent of APT is added in the form of Lumpsum in sanctioned estimate as per the guidelines in common SR 2021-22 GO PWD51 RDF 2019 Bangalore dt 18.03.2022. Therefore APT or ECV is excluding GST.In kppp portal there is no option to add GST seperately over and above APT, during DTS process.Hence even though the tender haas been invited by opting for the Inclusive option. the item wise rates do not include GST.Hence GST will be paid seperately for the quoted amount as per the Govt. circular no FD/447/expenditure/12/2022 /dt 30.07.2022 Therefore GST declaration certificate must be uploaded mandatorily by the prospective bidders. None 1718712033000 0 None None ELIGIBILITY Contractors registrared under Class I and II may tender for works anywhere in the state, Contractors registered under Class III may tender for works within the districts of te Public Works Department circles where I they registered. Contractors registered under Class IV may tender for works within the district or within the division whichever is applicable. None 1718712033000 0 None None ELIGIBILITY 3.2(b)Mandating satisfactorily completed, as prime contractor, at least one similar nature of work (Construction of new building) of value not less than Rs 2.11 Lakhs. None 1718712033000 0 None None ELIGIBILITY 3.2To qualify for award of this contract,each Tenderer in its name should have in the last five years i.e From 2018-19 to 2022-23(a) achieved in at least two financial years an average annual financial turnover (in all classes of civil engineering construction works only) of Rs 4.23 lakhs None
preQualCriterionList	None
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tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate from CA with UDIN complesory True Technical Bid Contractor PWD Registration Certificate True Technical Bid Similar Nature of workdone certificate Building from competant authority not less than Rs 4.25 Lakhs True Technical Bid Adress,E-mail,Phone No, proof Adhaar/Pacard True Technical Bid
tenderWorkLocationList
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