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version3
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evaluationTypeTextTwo Cover
invitingStrategyOPEN
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taxTypeINCLUSIVE_TAX
tenderFee1220.00
emd102000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose07-08-2024 16:00:00
tenderQueryClose05-08-2024 16:00:00
technicalBidOpen09-08-2024 17:00:00
publishedDate21-07-2024 13:04:22
publishedByPostHRICE_DSEC_SMMS_HNU_CMJ
publishedByUserKPE15233 - G L CHANDRASHEKAR
bidValidityPeriod90
noOfCalls1
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isVariableEmdAllowedNone
qcbsTenderYnNone
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mobileNumber9448360998
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createdTs1721482615426
version4
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tenderNumberHRICE/2024-25/BD/WORK_INDENT63
titleCONSTRUCTION OF STEPS AND RAIN IN FRONT OF SEVA COUNTER AT SRI MALAI MAHADESHWARA HILLS.
descriptionCONSTRUCTION OF STEPS AND RAIN IN FRONT OF SEVA COUNTER AT SRI MALAI MAHADESHWARA HILLS.
categoryWORKS
categoryTextWorks
ecv4861029.92
deptNameHindu Religious Institutions And Charitable Endowments Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnFalse
location3418
locationNameShri Male Mahadeswara Swamy Hanuru Chamarajnagar
provisionalAmount5100000.0
groupOverheadTotal0.0
fileNumberSMMKDA/4/PR/16/2024-25
tenderSubEstimateList
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17214826150000NoneNoneBuildingsCONSTRUCTION OF STEPS AND RAIN IN FRONT OF SEVA COUNTER AT SRI MALAI MAHADESHWARA HILLS.4861029.92
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3569737129553Volume-2-For Buildings Chapter-19-Dismantling & Demolition19.3Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.Cum1858.02455.532828.8FalseNoneNoneFalseNoneFalse70719.344640
3569738129553Volume-2-For Buildings Chapter-19-Dismantling & Demolition19.2.1Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge.Cum1274.01683.718418.56FalseNoneNoneFalseNoneFalse31249.8135040
3569739129553Volume-2-For Buildings Chapter-19-Dismantling & Demolition19.7.3In cement mortarCum789.01042.742424.76FalseNoneNoneFalseNoneFalse25818.3018240
3569740129553Volume-2-For Buildings Chapter-19-Dismantling & Demolition19.27.1G.S. SheetSqm833.01100.8928120.0FalseNoneNoneFalseNoneFalse132107.1360
3569741129553Volume-2-For Buildings Chapter-19-Dismantling & Demolition19.19Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking to the appropriate disposal area as per direction of Engineer-in-charge.kg2.02.64322000.0FalseNoneNoneFalseNoneFalse5286.40
3569742129553Volume -1-Common SR- Chapter - I- Earth Work1.12Earth 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. In all kinds of soils upto 300 mm depth Cum65.085.904714.0FalseNoneNoneFalseNoneFalse61335.4560
3569743129553Volume -1-Common SR- Chapter - I- Earth Work1.14.1In all kinds of soils Depth upto 3 mCum73.096.476869.61FalseNoneNoneFalseNoneFalse6715.7500480
3569744129553Volume-1- Common SR-Chapter -II - Concrete Works2.1.3Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregatesCum5752.07601.843235.5FalseNoneNoneFalseNoneFalse269865.43360
3569745129553Volume -1-Common SR- Chapter - I- Earth Work1.9Filling 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.Cum204.0269.6064436.5FalseNoneNoneFalseNoneFalse117683.19360
3569746129553Volume-1- Common SR-Chapter -II - Concrete Works2.3.1Sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6256.08267.9296107.37FalseNoneNoneFalseNoneFalse887727.6011520
3569747129553Volume-1- Common SR-Chapter -II - Concrete Works2.3.1Sqm0 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6256.08267.929617.1FalseNoneNoneFalseNoneFalse141381.596160
3569748129553Volume-1- Common SR-Chapter -II - Concrete Works2.1.4Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregatesCum5926.07831.801624.75FalseNoneNoneFalseNoneFalse193837.08960
3569749129553Volume-2-For Buildings Chapter-11-Steel and Aluminium Work11.32Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)kg88.0116.30088666.0FalseNoneNoneFalseNoneFalse1007862.73280
3569750129553Volume-2-For Buildings Chapter-9-Flooring9.29Providing and laying flooring and steps fine dressed granite stone slabs 40 mm thick on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.Sqm2391.03159.9456275.25FalseNoneNoneFalseNoneFalse869775.02640
3569751129553Volume-2-For Buildings Chapter-10-Cladding Works10.2Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge.m269.0355.5104468.0FalseNoneNoneFalseNoneFalse166378.86720
3569752129553Volume-2-For Buildings Chapter-11-Steel and Aluminium Work11.28Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.kg500.0660.8525.0FalseNoneNoneFalseNoneFalse346920.00
3569753129553Volume-2-For Buildings Chapter-9-Flooring9.31Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per Sqm over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labour and Usage charges of machinery complete as per specifications.Sqm1087.01436.5792273.75FalseNoneNoneFalseNoneFalse393263.5560
3569754129553Volume-3-For Roads And Bridges - Chapter-4 - Sub-Bases, Bases (Non-Bituminous) and Shoulders 4.3.cUsing Crusher Run Construction of granular sub-base using crusher run spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401Cum2254.02978.886441.06FalseNoneNoneFalseNoneFalse122313.0755840
3569755129553Volume-3-For Roads And Bridges - Chapter-21-Other Items21-A.6.7300 x 300 x 150 mm Kerb Stonem325.0429.5225.12FalseNoneNoneFalseNoneFalse10789.54240
generalCriterionList
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17214826160000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17214826160000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17214826160000NoneNoneELIGIBILITYBidders 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
17214826160000NoneNoneELIGIBILITYIt 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
17214826160000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17215447360000NoneNoneELIGIBILITYREST OF THE CONDITIONS AS PER THE TENDER DOCUMENT UPLOADEDNone
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NoneNoneNoneNoneList of works for which tenders already submittedPast ExperienceNone
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createdTsversioncreatedDatemodifiedDatedocumentName
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NoneNoneNoneNoneProposals 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)Past ExperienceNone
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NoneNoneNoneNoneOthers -- PAN CARD
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createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Equipment Details
NoneNoneNoneNoneBidder/Associate the tender should have files the last 5 years accountsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
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Small Scale Industries CertificateFalseTechnical Bid
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BuildingsChamarajanagaraHanuruChamarajanagarHANURSRI MALAI MAHADESHWARA HILLS.NoneNoneNoneNoneNoneNone
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tenderRecallDTONone