createdTs	None
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noticeInvitingTenderDTO	createdTs 1720688231549 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1120.00 emd 106000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 26-07-2024 17:00:00 tenderQueryClose 22-07-2024 17:00:00 technicalBidOpen 30-07-2024 15:00:00 publishedDate 11-07-2024 14:43:35 publishedByPost VSKU_REG_BLR publishedByUser KPE10626 - RUDRESHA S N bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson RAMA CHANDRA Y 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 6360467133 tenderSupplierList None
tenderSchedule	createdTs 1720688231578 version 6 createdDate None modifiedDate None tenderNumber VSKU/2024-25/RD/WORK_INDENT2 title Construction of C.C. approach roads to newly constructed Commerce & Management Science building, OBC Girls Hostel building and SC & ST Boys & Girls Hostel buildings from main road at Vijayanagara Sri Krishnadevaraya University, Jnanasagara Campus, Ballari. description Construction of C.C. approach roads to newly constructed Commerce & Management Science building, OBC Girls Hostel building and SC & ST Boys & Girls Hostel buildings from main road at Vijayanagara Sri Krishnadevaraya University, Jnanasagara Campus, Ballari. category WORKS categoryText Works ecv 4458695.72 deptName Vijayanagara Sri Krishnadevaraya University status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 6404 locationName Vijayanagara Sri Krishnadevaraya University Ballari provisionalAmount 5261259.0 groupOverheadTotal None fileNumber VSKUB/ENGG/TENDER/PACKAGE-1/2024-25/63
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1720688232000 0 None None Roads CONSTRUCTION OF CC APPROACH ROAD TO NEWLY CONSTRUCTED COMMERCE AND MANAGEMENT BUILDING FROM MAIN ROAD AT VIJAYANAGARA SRI KRISHNADEVARAYA UNIVERSITY, JNANA SAGARA CAMPUS, BALLARI 1525362.41 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3507956 125586 None C001 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 3.00 m Cum 107.1 107.1 145.0 False None None False None False 15529.5 0 3507957 125586 None C002 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. Ref. to MoRT&H Specification305.3.4. Cum 110.25 110.25 102.6 False None None False None False 11311.65 0 3507958 125586 None C003 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Ref. to MoRT&H Specification305 Cum 517.65 517.65 370.0 False None None False None False 191530.5 0 3507959 125586 None C004 Construction of Granular Sub -Base of required grading as per design mixing in a mechanical mix plant at OMC , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achive the desired density , complete as per clause 401. with Grading -V Materials Cum 2611.35 2611.35 52.0 False None None False None False 135790.2 0 3507960 125586 None C005 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. Wet Mix Macadam (Plant mix method) Ref. to MoRT&H Specification 406 Cum 2686.95 2686.95 78.0 False None None False None False 209582.1 0 3507961 125586 None C006 Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing OPC at 315 kg per m3 & GGBS at 105 kg per m3. Ref. to MoRT&H Specification 601, IRC SP 49: 2014 Cum 8616.3 8616.3 51.0 False None None False None False 439431.3 0 3507962 125586 None C007 Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) Reference MORTH & H : IRC SP 63: 2018 Sqm 1121.4 1121.4 180.0 False None None False None False 201852.0 0 3507963 125586 None C008 Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409: PCC M15 grade for kerb base Reference MORTH & H : IRC SP 63: 2018 m 254.1 254.1 180.0 False None None False None False 45738.0 0 3507964 125586 None C009 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm 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. Sqm 1292.55 1292.55 36.0 False None None False None False 46531.8 0 3507965 125586 None C010 Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone 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 Engineer-in-charge. Sqm 349.65 349.65 108.0 False None None False None False 37762.2 0 3507966 125586 None C011 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates. Cum 5947.2 5947.2 6.2 False None None False None False 36872.64 0 3507967 125586 None C012 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 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, providing weep holes wherever necessary, 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) Cum 6724.2 6724.2 9.175 False None None False None False 61694.535 0 3507968 125586 None C013 For Shuttering Work Cum 6724.2 6724.2 0.734 False None None False None False 4935.5628 0 3507969 125586 None C014 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement 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 technicale charges complete as per specifications. (The laps and wastages shall not be measured separately). Tonne 82961.55 82961.55 0.37 False None None False None False 30695.7735 0 3507970 125586 None C015 Providing and laying reinforced cement concrete pipe NP3as per design in Single Row for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 . 750 mm dia. MORD Ref. MoRD : IRC 1502 m 3501.75 3501.75 15.0 False None None False None False 52526.25 0 3507971 125586 None C016 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 Engineer-in-charge.. Sqm 55.65 55.65 24.0 False None None False None False 1335.6 0 3507972 125586 None C017 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied at 4.84 kg per 10 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 Engineer-in-charge.. Sqm 93.45 93.45 24.0 False None None False None False 2242.8 0 1720688232000 1 None None Roads CONSTRUCTION OF CC APPROACH ROAD TO OBC HOSTEL BUILDING FROM MAIN ROAD AT VIJAYANAGARA SRI KRISHNADEVARAYA UNIVERSITY, JNANA SAGARA CAMPUS, BALLARI 1423653.97 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3507973 125587 None C001 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 3.00 m Cum 107.1 107.1 149.0 False None None False None False 15957.9 0 3507974 125587 None C002 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. Ref. to MoRT&H Specification305.3.4. Cum 110.25 110.25 126.0 False None None False None False 13891.5 0 3507975 125587 None C003 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Ref. to MoRT&H Specification305 Cum 517.65 517.65 323.0 False None None False None False 167200.95 0 3507976 125587 None C004 Construction of Granular Sub -Base of required grading as per design mixing in a mechanical mix plant at OMC , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achive the desired density , complete as per clause 401. with Grading -V Materials Cum 2611.35 2611.35 56.0 False None None False None False 146235.6 0 3507977 125587 None C005 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. Wet Mix Macadam (Plant mix method) Ref. to MoRT&H Specification 406 Cum 2686.95 2686.95 85.0 False None None False None False 228390.75 0 3507978 125587 None C006 Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing OPC at 315 kg per m3 & GGBS at 105 kg per m3. Ref. to MoRT&H Specification 601, IRC SP 49: 2014 Cum 8616.3 8616.3 79.0 False None None False None False 680687.7 0 3507979 125587 None C007 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates. Sqm 5947.2 5947.2 4.0 False None None False None False 23788.8 0 3507980 125587 None C008 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 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, providing weep holes wherever necessary, 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) Cum 6724.2 6724.2 9.01 False None None False None False 60585.042 0 3507981 125587 None C009 For Shuttering Work Cum 6724.2 6724.2 0.72 False None None False None False 4841.424 0 3507982 125587 None C010 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement 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 technicale charges complete as per specifications. (The laps and wastages shall not be measured separately) Tonne 82961.55 82961.55 0.5 False None None False None False 41480.775 0 3507983 125587 None C011 Providing and laying reinforced cement concrete pipe NP3as per design in Single Row for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 . 750 mm dia. MORD Ref. MoRD : IRC 1502 m 3501.75 3501.75 7.5 False None None False None False 26263.125 0 3507984 125587 None C012 Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications. 600 mm dia. MORD Ref. MoRD : IRC 1502. m 2001.3 2001.3 5.0 False None None False None False 10006.5 0 3507985 125587 None C013 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 Engineer-in-charge.. Sqm 55.65 55.65 29.0 False None None False None False 1613.85 0 3507986 125587 None C014 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied at 4.84 kg per 10 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 Engineer-in-charge.. Sqm 93.45 93.45 29.0 False None None False None False 2710.05 0 1720688232000 1 None None Roads CONSTRUCTION OF CC APPROACH ROAD TO SC & ST BOYS HOSTEL AND GIRLS HOSTELS FROM MAIN ROAD AT VIJAYANAGARA SRI KRISHNADEVARAYA UNIVERSITY, JNANA SAGARA CAMPUS, BALLARI 1509679.34 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3507987 125588 None C001 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 3.00 m Cum 107.1 107.1 392.0 False None None False None False 41983.2 0 3507988 125588 None C002 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. Ref. to MoRT&H Specification305.3.4. Cum 110.25 110.25 168.21 False None None False None False 18545.1525 0 3507989 125588 None C003 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Ref. to MoRT&H Specification305 Cum 517.65 517.65 270.0 False None None False None False 139765.5 0 3507990 125588 None C004 Construction of Granular Sub -Base of required grading as per design mixing in a mechanical mix plant at OMC , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achive the desired density , complete as per clause 401. with Grading -V Materials Cum 2611.35 2611.35 65.0 False None None False None False 169737.75 0 3507991 125588 None C005 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. Wet Mix Macadam (Plant mix method) Ref. to MoRT&H Specification 406 Cum 2686.95 2686.95 96.0 False None None False None False 257947.2 0 3507992 125588 None C006 Construction of M40 Grade un reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383 2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing OPC at 315 kg per Cum. & GGBS at 105 kg per Cum. Ref. to MoRT&H Specification 601, IRC SP 49 2014 Cum 8616.3 8616.3 91.0 False None None False None False 784083.3 0 3507993 125588 None C007 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite or trap or 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 1.4.8 M5 Using 40 mm nominal size graded crushed coarse aggregates. Cum 5947.2 5947.2 2.5 False None None False None False 14868.0 0 3507994 125588 None C008 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 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, providing weep holes wherever necessary, 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) Cum 6724.2 6724.2 4.5 False None None False None False 30258.9 0 3507995 125588 None C009 For Shuttering Work Cum 6724.2 6724.2 0.36 False None None False None False 2420.712 0 3507996 125588 None C010 Supplying, fitting and placing TMT FE 550 or 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire or soft annealed steel wire and other ancilary operations complete as per drawing and technicale charges complete as per specifications. (The laps and wastages shall not be measured separately) Tonne 82961.55 82961.55 0.26 False None None False None False 21570.003 0 3507997 125588 None C011 Providing and laying reinforced cement concrete pipe NP3as per design in Single Row for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 . 750 mm dia. MORD Ref. MoRD : IRC 1502 m 3501.75 3501.75 7.5 False None None False None False 26263.125 0 3507998 125588 None C012 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 Engineer-in-charge. Sqm 55.65 55.65 15.0 False None None False None False 834.75 0 3507999 125588 None C013 Finishing walls with water proofing cement paint of required shade New work Two coats applied at 4.84 kg per 10 Sqm 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 Engineer in charge. Sqm 93.45 93.45 15.0 False None None False None False 1401.75 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1720688232000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1720688232000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1720688232000 1 None None ELIGIBILITY ALL TERMS AND CONDITIONS AS PER TENDER DOCUMENT AND KPPP None 1720688232000 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 1720688232000 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
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None None None None None 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 None None None None None 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 None None None None None 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 None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None 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 None None None None None 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 None None None None None UPLOAD ALL TECHNICAL BID CRITERIA AS MENTIONED IN THE TENDER DOCUMENT . Others upload all Relevant Documents createdTs version createdDate modifiedDate documentName None None None None Others -- UPLOAD ALL TECHNICAL BID CRITERIA AS MENTIONED IN THE TENDER DOCUMENT .
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate False Technical Bid Company Registration Certificate False Technical Bid Reserved Category Certificate False Technical Bid Small Scale Industries Certificate False Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None