createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1719674267874
version2
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyRESERVED
invitingStrategyTextReserved
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd18700.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose15-07-2024 16:00:00
tenderQueryClose08-07-2024 16:00:00
technicalBidOpen16-07-2024 16:30:00
publishedDate29-06-2024 21:14:31
publishedByPostCMC_MCOM_NGD
publishedByUserKPE14277 - NANJUNDASWAMY S
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonPrathima M
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber9482870029
mobileNumber9019389887
tenderSupplierListNone
tenderSchedule
createdTs1719674267901
version4
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/BD/WORK_INDENT19407
titleConstruction 4 no. toilet room for Pre-Public boys hostel in Nanjanagud town (Reserved for SC)
descriptionConstruction 4 no. toilet room for Pre-Public boys hostel in Nanjanagud town. (Reserved for SC)
categoryWORKS
categoryTextWorks
ecv748000.00
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2443
locationNameDMA City Municipal Council Nanjanagudu
provisionalAmount748000.0
groupOverheadTotal114110.84
fileNumberCMC/NJD/Tech/je2/SFCUntied01(3)/2024-25
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17196742680000NoneNoneBuildingsConstruction 4 no. toilet room for Pre-Public boys hostel in Nanjanagud town633889.16
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3419083121038Nonecode01Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 mCum249.26249.2621.17FalseNoneNoneFalseNoneFalse5276.83420
3419084121038Nonecode02Providing 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 Using 40 mm nominal size graded crushed coarse aggregatesCum5833.925833.922.34FalseNoneNoneFalseNoneFalse13651.37280
3419085121038Nonecode03Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Cum6580.676580.677.84FalseNoneNoneFalseNoneFalse51592.45280
3419086121038Nonecode04Filling 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.Cum273.98273.982.99FalseNoneNoneFalseNoneFalse819.20020
3419087121038Nonecode05Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M20 GradeCum10056.110056.11.76FalseNoneNoneFalseNoneFalse17698.7360
3419088121038Nonecode06Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M20 GradeCum9427.599427.592.75FalseNoneNoneFalseNoneFalse25925.87250
3419089121038Nonecode07Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M20 GradeCum9113.349113.340.78FalseNoneNoneFalseNoneFalse7108.40520
3419090121038Nonecode08Steel Fabrication 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 technical specification. Buildingst82705.9182705.910.48FalseNoneNoneFalseNoneFalse39698.83680
3419091121038Nonecode09Providing 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.Sqm1349.31349.355.86FalseNoneNoneFalseNoneFalse75371.8980
3419092121038Nonecode10Providing 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.Sqm1267.931267.9321.5FalseNoneNoneFalseNoneFalse27260.4950
3419093121038Nonecode11Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-chargeSqm262.65262.657.47FalseNoneNoneFalseNoneFalse1961.99550
3419094121038Nonecode12Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) 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 Engineer-in-charge.Sqm262.65262.65157.15FalseNoneNoneFalseNoneFalse41275.44750
3419095121038Nonecode13Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.Kg188.49188.4917.01FalseNoneNoneFalseNoneFalse3206.21490
3419096121038Nonecode14Distempering 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 Engineer-in-charge.Sqm141.11141.11157.15FalseNoneNoneFalseNoneFalse22175.43650
3419097121038Nonecode15Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm143.17143.1710.89FalseNoneNoneFalseNoneFalse1559.12130
3419098121038Nonecode16Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., completeSqm915.67915.6717.28FalseNoneNoneFalseNoneFalse15822.77760
3419099121038Nonecode17Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.Sqm1492.471492.4749.68FalseNoneNoneFalseNoneFalse74145.90960
3419100121038Nonecode18Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges.Sqm1635.641635.648.4FalseNoneNoneFalseNoneFalse13739.3760
3419101121038Nonecode19Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412.The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per thedirection of the Engineer In chargeSqm767.35767.355.76FalseNoneNoneFalseNoneFalse4419.9360
3419102121038Nonecode20Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.No4989.324989.322.0FalseNoneNoneFalseNoneFalse9978.640
3419103121038Nonecode21Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid.No6156.316156.312.0FalseNoneNoneFalseNoneFalse12312.620
3419104121038Nonecode22Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap.No4244.634244.634.0FalseNoneNoneFalseNoneFalse16978.520
3419105121038Nonecode23Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 600X850 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc.No7623.037623.034.0FalseNoneNoneFalseNoneFalse30492.120
3419106121038Nonecode24Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 32mm dia., 10 kg/sqcm & class 5.m65.9265.9225.0FalseNoneNoneFalseNoneFalse1648.00
3419107121038Nonecode25Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for: Pipes of SN4, 160mm dia.m572.68572.6827.0FalseNoneNoneFalseNoneFalse15462.360
3419108121038Nonecode26Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 :HDPE Grade PE80-PN6.0, 90mm dia.m245.14245.1425.0FalseNoneNoneFalseNoneFalse6128.50
3419109121038Nonecode27Supply and delivery at site special moulded variety PVC couplers as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments.32mm dia PVC couplers,No17.5117.5120.0FalseNoneNoneFalseNoneFalse350.20
3419110121038Nonecode28Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.32 mm dia PVC Elbows.No22.6622.6615.0FalseNoneNoneFalseNoneFalse339.90
3419111121038Nonecode29Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.32 mm dia PVC BEND.No39.4139.4113.0FalseNoneNoneFalseNoneFalse512.330
3419112121038Nonecode30Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately.(For 1000 litre capacity)m9.279.272000.0FalseNoneNoneFalseNoneFalse18540.00
3419113121038Nonecode31Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :32 mm nominal bore.No615.94615.948.0FalseNoneNoneFalseNoneFalse4927.520
3419114121038Nonecode32Providing and fixing brass stop cock of approved quality : 20 mm nominal bore.No314.15314.1512.0FalseNoneNoneFalseNoneFalse3769.80
3419115121038Nonecode33Providing and fixing brass bib cock of approved quality.20 mm nominal bore.No314.15314.1512.0FalseNoneNoneFalseNoneFalse3769.80
3419116121038Nonecode34Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.No834.3834.310.0FalseNoneNoneFalseNoneFalse8343.00
3419117121038Nonecode35Electrical workNo57625.5157625.511.0FalseNoneNoneFalseNoneFalse57625.510
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17196742690000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17196742690000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17196742690000NoneNoneELIGIBILITYBidders 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
17196742690000NoneNoneELIGIBILITYIt 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
17196742690000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17196743540000NoneNoneELIGIBILITYGeneral Conditions for Eligible Tenderers : Any materials shall not be supplied from the department for above work. Sanction of the tender is subjected to concerned authority. Undersigned has the power to accept or reject without giving any reason. Contractors should be registered in PWD. Conditional tenders will not be accepted. Contractors should not be defaulter of any Tax of their CMC/CMC/CMC/CC. Contractors should submit copy of PAN CARD, annual turnover of last five years, GST and work done certificate. Contractor should purchase the materials ie stone, sand, jelly, Steel and Gravel etc., (used for civil works only) from the license holders of mine and geology department. Name of the contractor shall be recommended to blacklist who obtained tender if Contractor do not performs the work or stops the work in middle. Contractors should be bound to circulars and orders given time to time by government. Royalty, Income tax, GST tax, labourcess shall be deducted according to government circulars in the work bill. The work is subjected to the supervision of Junior Engineer City Municipal Council and Assistant Executive Engineer, District Urban Development Cell, DC Office, Mysuru dist.Mysuru. Permission should be obtained to work in any holidays and public holidays.Contractors should participate in the tender obtaining the details of works and work spot from technical section.Tenderers are required to read the Bid Documents carefully before submission of their bid. The Tenderer shall scan Original Work done certificates / Turnover Statements and any other documents specified by the employer and attach the scanned file to the Bid. The Original Documents shall be produced for physical verification after Technical bid opening before tender sanctioning. If Contractor quotes the rates to below the SR rate. The difference amount should be submitted along with FSD. (Line of credit/ Bank guarantee/FD) before giving work order. If contractor acts against the conditions or fails to finish the work in given time, or if the work is subleased, tender shall be cancelled and forfeited the FSD and difference amount FD amount and action shall be taken Black list according to KCMCP Act 2001. To supervise the work Civil diploma/BE qualified supervisors should be appointed. Skilled labours should be appointed for the work and no child labours should be engaged, if appointed contractor shall be held responsible. The Successful Contractors shall place an Information Board with the details pertaining to the respective Work at the work site as per standard format given by the CMC Nanjangud. All the Materials used for the work shall be inspected & tested from the Third Party Engineer appointed by DUDC, Mysuru, through the own cost of Contractor. Only approved materials shall be only used by the contactor for carrying out his work. The contractor shall adore to the instructions issued by the Third Party Engineer or by the Engineer-in-charge of site, and carry the work for safer & economical implementation of the work. After completion of the work the contractor bills shall only be finalized after receiving credible reports from the Third Party Agency. Contractor should maintain up to Two years after completion of work if any defects in the work found, if contractor fails FSD amount shall be forfeited and further action shall be taken. In concrete road works contractor should be submit bill after core cutting done. Its compulsory. After approval of tender remaining bidders EMD will be released. All terms and conditions as per attached KW-1 Format.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneClass 4or above in PWD civil SC contractor Registration Certificate.Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneSC Reserved Category CertificateCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- SC Cast certificate
NoneNoneNoneNoneAnnual Turnover Certificate for last five year. 2019-20 to 2023-24.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneGST registration CertificateFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneGST Registration
NoneNoneNoneNoneLine of credit 0.30 of estimated amount. As per General Conditions for Eligible Tenderers Conditions No. 25.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNonePan card copy.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
NoneNoneNoneNoneEPF registration Certificate.OthersEPF
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneValid EPF Certificate
NoneNoneNoneNoneESI registration Certificate.OthersESI
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneValid ESI certificate
NoneNoneNoneNoneAdhar card CopyOthersAdhar
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Adhar
NoneNoneNoneNoneDetails of work in progress through self-declarationOthersWork in progress
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- work in progress
NoneNoneNoneNoneChecklist Page No. and Tender condition value should be entered in page no. 32 of KW-1 BookletOthersDetails
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Details
tenderCriterionDocumentList
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone