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noticeInvitingTenderDTO	createdTs 1706530437392 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 26750.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 17-02-2024 17:00:00 tenderQueryClose 16-02-2024 17:00:00 technicalBidOpen None publishedDate 30-01-2024 18:11:56 publishedByPost RDPR_EE_DIV_VJN publishedByUser KPE12111 - J R PAMPAPATHI bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson EE OFFICE 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 None mobileNumber 9482100616 tenderSupplierList None
tenderSchedule	createdTs 1706530437426 version 6 createdDate None modifiedDate None tenderNumber RDPR/2023-24/RD/WORK_INDENT3737 title Construction of compound from M Kumars house in Chikkahalli village to Ajjaiah house by C.C. Road Cleanliness of Rudrabhoomi land belonging to Harijanakeri of Koolahalli village of Harapanhalli taluk ( description Construction of compound from M Kumars house in Chikkahalli village to Ajjaiah house by C.C. Road Cleanliness of Rudrabhoomi land belonging to Harijanakeri of Koolahalli village of Harapanhalli taluk category WORKS categoryText Works ecv 1043488.27 deptName Rural Development and Panchayat Raj Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 943 locationName RDPR Division Office Vijayanagara provisionalAmount 1070000.0 groupOverheadTotal 159176.17 fileNumber PREDSD/HRP/2023-24/KKRDB/20
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706530437000 0 None None Roads Construction of compound from M Kumars house in Chikkahalli village to Ajjaiah house by C.C. Road Cleanliness of Rudrabhoomi land belonging to Harijanakeri of Koolahalli village of Harapanhalli taluk 884312.1 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2329647 68860 None code01 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.201 (ii)By Mechanical Means using Dozer (A)In area of light jungle Sqm 4.13 4.13 962.5 False None None False None False 3975.125 0 2329648 68860 None code02 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto 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 & 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 appurtenances required to complete the work. Cum 99.75 99.75 262.5 False None None False None False 26184.375 0 2329649 68860 None code03 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such 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 In all kinds of soils Depth upto 1.5 m. Cum 254.1 254.1 18.45 False None None False None False 4688.145 0 2329650 68860 None code04 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 Mix 1:3:6( M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 3.02 False None None False None False 18991.119 0 2329651 68860 None code05 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6: (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5891.55 5891.55 7.02 False None None False None False 41358.681 0 2329652 68860 None code06 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6708.45 6708.45 2.96 False None None False None False 19857.012 0 2329653 68860 None code07 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 Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 0.74 False None None False None False 4830.609 0 2329654 68860 None code08 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 Engineer-in-charge. Outer Plastering Sqm 309.75 309.75 19.5 False None None False None False 6040.125 0 2329655 68860 None code09 Providing Colour washing such as green, blue or buff to give an even shade :New work (two coats) with a base coat of white washing with lime with colour of approved quality, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 35.7 35.7 19.5 False None None False None False 696.15 0 2329656 68860 None code10 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt 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) - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6601.35 6601.35 1.09 False None None False None False 7195.4715 0 2329657 68860 None code11 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6961.5 6961.5 0.77 False None None False None False 5360.355 0 2329658 68860 None code12 Supplying, fitting and placing TMT FE 550 / 550D Steel inforcement 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. a.Buildings Tonne 93929.85 93929.85 0.139 False None None False None False 13056.24915 0 2329659 68860 None code13 Form work, centering and scaffolding for Foundation Cum 198.04 198.04 1.09 False None None False None False 215.8636 0 2329660 68860 None code14 Form work, centering and scaffolding for Columns & Piers Cum 4873.05 4873.05 0.43 False None None False None False 2095.4115 0 2329661 68860 None code15 Form work, centering and scaffolding for Beams & Lintels of Building Cum 4176.9 4176.9 0.34 False None None False None False 1420.146 0 2329662 68860 None code16 Providing and fixing RCC precast fencing pole of size 0.15mx0.15mx2.0m casted in M 20 with 20mm down size aggregates making holes for drawing barbed wire at 30 cm c/c using 8 mm dia vertical 4 TMT steel rods and 6 mm dia stirups at 15 cm c/c fixed 1.5 m above Ground level using steel moulding , curing , transportation to work spot including excavation in all types of soil, fixing in plain cement concrete M15 using 20 mm downsize aggregate including aligning to plumb and line providing including cost of all materials, labour,usage charges of machinery complete. Nos 1139.25 1139.25 58.0 False None None False None False 66076.5 0 2329663 68860 None code17 Fencing with G.I. barbed wire R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, rovided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. Sqm 12.6 12.6 1414.4 False None None False None False 17821.44 0 2329664 68860 None code18 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 Kgs 142.8 142.8 162.0 False None None False None False 23133.6 0 2329665 68860 None code19 Compacting 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.305.3.4 Cum 110.25 110.25 65.63 False None None False None False 7235.7075 0 2329666 68860 None code20 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grade-3 Material, I.No 4.1 Rate issued by CE Office Cum 1309.35 1309.35 43.75 False None None False None False 57284.0625 0 2329667 68860 None code21 Wet Mix Macadam (Plant mix method) Providing, laying, sCOMMONading and compacting graded stone aggregate to wet mix macadam specification including COMMONmixing 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 COMMONpared surface and compacting with vibratory roller to achieve the desired density.406. A (COMMON SR 2023-24.Vol-3, SL.No.4.17, Pg.No.24) Cum 2686.95 2686.95 43.75 False None None False None False 117554.0625 0 2329668 68860 None code22 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, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 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 14days, 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. (COMMON SR 2023-24, Vol-3 Sl.No. 16.27 ,P.No - 138) Cum 6692.7 6692.7 65.63 False None None False None False 439241.901 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706530439000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706530439000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706530439000 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 1706530450000 0 None None ELIGIBILITY The Employer reserves the right to reject any or all Tenders without assigning any reason. None 1706530456000 0 None None ELIGIBILITY Corrigendum modifications correction, if any, will be published in the website only, None 1706530462000 0 None None ELIGIBILITY Defect liability period will be one year None 1706530482000 0 None None ELIGIBILITY If the tenderer has quoted below the schedule-B amount the difference amount should be paid in the form of F.D.R or D.D (As per G.O) in the name of Executive Engineer, PRE Division, Vijayanagara Hosapete from Nationalized Bank only and Upload the scanned copy of the same in e-portal at the time of applying the tender The Same Scanned copy for Different work will be liable for Rejection None 1706530502000 0 None None ELIGIBILITY Work completion period will be 6 months None 1706531034000 0 None None ELIGIBILITY To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e 2018-19 to 2022-23 a. Achieved in at least two financial years a minimum financial turnover in all classes of civil engineering construction works only of Amount Put Tender (Turn over With compulsory UDIN Number) None 1706531054000 0 None None ELIGIBILITY To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e 2018-19 to 2022-23 b. Satisfactorily completed, as prime contractor, at least one similar work of value not less than 50% of the amount put tender (Workdone with indent No) None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Valid PWD Registration copy True Technical Bid Last 5 years Audit Report with UDIN No True Technical Bid Similar Nature Work done certificate with eproc Indent No True Technical Bid Difference Amount DD or FDR Scanned copy True Technical Bid Ongoing commitments and other KW Documents True Technical Bid
tenderWorkLocationList
tenderAddress	None
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