createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1727089496234
version3
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee630.00
emd50000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose21-10-2024 17:00:00
tenderQueryClose07-10-2024 17:30:00
technicalBidOpenNone
publishedDate28-09-2024 15:39:30
publishedByPostDMA_EE6_CC_HD
publishedByUserKPE11325 - ANANDKUMAR S ZALAKI
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonAnandkumar S Zalaki
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08362213838
mobileNumber7676761667
tenderSupplierListNone
tenderSchedule
createdTs1727089496285
version4
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/OW/WORK_INDENT28857
titleRain water harvesting and construction of recharge pit at mahathma basaweshwara park of ward 03
descriptionRain water harvesting and construction of recharge pit at mahathma basaweshwara park of ward 03
categoryWORKS
categoryTextWorks
ecv2500000.00
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2170
locationNameDMA City Corporation Hubballi-Dharawada
provisionalAmount2500000.0
groupOverheadTotal388178.87
fileNumber229083
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17270894960000NoneNoneOther WorksRain water harvesting and construction of recharge pit at mahathma basaweshwara park of ward 032111821.13
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4058015157657None2.4i aClearing 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. By Manual Means In area of light jungle 100 Sqm1178.11178.12.06FalseNoneNoneFalseNoneFalse2426.8860
4058016157657None1.4.1Earth 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 abour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m Cum254.1254.1257.55FalseNoneNoneFalseNoneFalse65443.4550
4058017157657None1.9Filling 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. Cum279.3279.3153.29FalseNoneNoneFalseNoneFalse42813.8970
4058018157657None4.17Providing, 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. Cum2686.952686.9515.44FalseNoneNoneFalseNoneFalse41486.5080
4058019157657None2.1.3Providing 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum6288.456288.457.75FalseNoneNoneFalseNoneFalse48735.48750
4058020157657None9.16Providing and laying 500x500x40 mm thick Turf paver on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick fine sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. Sqm756.0756.050.0FalseNoneNoneFalseNoneFalse37800.00
4058021157657None8.1 bConstruction 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 M20 grade for kerb Cast in Situ Rmtr278.25278.2520.0FalseNoneNoneFalseNoneFalse5565.00
4058022157657None2.2.1Providing and laying in position 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. - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum6601.356601.3521.41FalseNoneNoneFalseNoneFalse141334.90350
4058023157657None2.4.3Providing 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." Cum6652.86652.84.63FalseNoneNoneFalseNoneFalse30802.4640
4058024157657None2.5.2Providing 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/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." Cum7185.157185.1510.17FalseNoneNoneFalseNoneFalse73072.97550
4058025157657None111 SI No.04Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Cement Concrete Drain Walls Percentage on finished rate of concrete per m3 35% (PWD SR 2023-24 Vol No.01 P.No.111 SI No.04) Cum2310.472310.4717.13FalseNoneNoneFalseNoneFalse39578.35110
4058026157657None111 SI No.01)Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Cement Concrete Foundation upto Plinth Percentage on finished rate of concrete per m3 8% (PWD SR 2023-24 Vol No.01 P.No.111 SI No.01) Cum532.22532.226.23FalseNoneNoneFalseNoneFalse3315.73060
4058027157657None111 SI No.09Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Cement Concrete RCC Columns / Shaft (Slip Centering) Percentage on finished rate of concrete per m3 70% (PWD SR 2023-24 Vol No.01 P.No.111 SI No.09) Cum4656.964656.961.6FalseNoneNoneFalseNoneFalse7451.1360
4058028157657None111 SI No.14Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Cement Concrete RCC Beams, Lintels & Troughs of Aqueducts Percentage on finished rate of concrete per m3 60% (PWD SR 2023-24 Vol No.01 P.No.111 SI No.14) Cum4311.094311.093.54FalseNoneNoneFalseNoneFalse15261.25860
4058029157657None111 SI No.15Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Cement Concrete RCC Roof Slabs Percentage on finished rate of concrete per m3 50% (PWD SR 2023-24 Vol No.01 P.No.111 SI No.15) Cum3592.583592.584.5FalseNoneNoneFalseNoneFalse16166.610
4058030157657None111 SI No.16Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Cement Concrete RCC Staircase and other similar structures Percentage on finished rate of concrete per m3 50% (PWD SR 2023-24 Vol No.01 P.No.111 SI No.16) Cum3592.583592.581.27FalseNoneNoneFalseNoneFalse4562.57660
4058031157657None2.11hSupplying, 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. for other works Tonne82961.5582961.551.17FalseNoneNoneFalseNoneFalse97065.01350
4058032157657None2.11aSupplying, 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 specificatio" Tonne93929.8593929.851.48FalseNoneNoneFalseNoneFalse139016.1780
4058033157657None3.41.2MASONRY AND PITCHING WORKS : Providing and constructing dry rubble stone pitching with pin,headers at 2 per m2 using stones and stone chips from approved source,including cost of all materials, labour, hand packing / wedging stone,chips, finishing and all other ancillary operations complete 300mm thick . Sqm477.75477.7559.04FalseNoneNoneFalseNoneFalse28206.360
4058034157657None3.43Providing and constructing 300 mm thick rubble stone pitching set in,CM 1: 5 proportion by volume with pin headers at 2 per m2 including,cost of all materials from approved source, labour, packing stone,chips and mortar into joints, finishing, curing and all other ancillary,operations complete.,Note: If 150 mm thick murum bed is to be provided below pitching, add, 93.00 / m2 Sqm1000.651000.6529.92FalseNoneNoneFalseNoneFalse29939.4480
4058035157657None2.35.1Providing and constructing vertical /inclined graded filter media,using clean, hard graded sand and coarse aggregates from approved,source satisfying specified filter criteria in layers of specified thickness,including cost of all materials, machinery, labour, laying to required,slopes, compacting and all other ancillary operations complete as per,specifications and approved drawings. Sand layer. Cum2196.62196.62.79FalseNoneNoneFalseNoneFalse6128.5140
4058036157657None2.35.2Providing and constructing vertical /inclined graded filter media,using clean, hard graded sand and coarse aggregates from approved,source satisfying specified filter criteria in layers of specified thickness,including cost of all materials, machinery, labour, laying to required,slopes, compacting and all other ancillary operations complete as per,specifications and approved drawings. 10 mm down graded coarse aggregate layer Cum2092.652092.654.18FalseNoneNoneFalseNoneFalse8747.2770
4058037157657None2.35.3Providing and constructing vertical /inclined graded filter media,using clean, hard graded sand and coarse aggregates from approved,source satisfying specified filter criteria in layers of specified thickness,including cost of all materials, machinery, labour, laying to required,slopes, compacting and all other ancillary operations complete as per,specifications and approved drawings. 20 mm down graded coarse aggregate layer Cum2064.32064.34.18FalseNoneNoneFalseNoneFalse8628.7740
4058038157657None2.35.4Providing and constructing vertical /inclined graded filter media,using clean, hard graded sand and coarse aggregates from approved,source satisfying specified filter criteria in layers of specified thickness,including cost of all materials, machinery, labour, laying to required,slopes, compacting and all other ancillary operations complete as per,specifications and approved drawings. 40 mm down graded coarse aggregate layer Cum1896.31896.34.18FalseNoneNoneFalseNoneFalse7926.5340
4058039157657None2.35.5Providing and constructing vertical /inclined graded filter media,using clean, hard graded sand and coarse aggregates from approved,source satisfying specified filter criteria in layers of specified thickness,including cost of all materials, machinery, labour, laying to required,slopes, compacting and all other ancillary operations complete as per,specifications and approved drawings. 80 mm down graded coarse aggregate layer Cum1812.31812.35.57FalseNoneNoneFalseNoneFalse10094.5110
4058040157657None13.53Constructing 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) 455x610 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 20,mm 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.,complete as per standard design: Inside dimensions 455x610 mm and,45 cm deep for single pipe line : With common burnt clay (non modular),bricks of class designation No5924.15924.15.0FalseNoneNoneFalseNoneFalse29620.50
4058041157657None7.6Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S.,sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc.,including making necessary connections with rain water pipes complete.,(0.63 mm thick with zinc coating not less than 275 g/m²) Rmtr677.25677.2575.0FalseNoneNoneFalseNoneFalse50793.750
4058042157657None13.50.10Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 150 mm nominal dia Pipes Rmtr1672.651672.65123.0FalseNoneNoneFalseNoneFalse205735.950
4058043157657None16.3.5Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED),pipes NP-3 Class conforming to IS:458-1988 with latest amentments,using ordinary portland cement, for sanitary works and conveying,to work site, rolling and lowering into trenches, laying true to line,and level including loading and unloading at both destinations and,jointing of pipes and specials, perfect linking of joints with jack to,correct position including cost of jointing materials, i.e, rubber rings,conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as,directed and giving necessary hydraulic test as per ISS to the required,pressure and commissioning etc. complete. (Contractor will make his,own arrangements for procuring water for testing). Before the execution,of the work, the contractor shall carry out the survey. Rmtr2470.652470.655.0FalseNoneNoneFalseNoneFalse12353.250
4058044157657None11.28`Providing 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. Kg593.25593.25144.0FalseNoneNoneFalseNoneFalse85428.00
4058045157657None8.40Painting with synthetic enamel paint of approved brand and,manufacture to give an even shade :Two coats on new work 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. Sqm120.75120.7512.0FalseNoneNoneFalseNoneFalse1449.00
4058046157657None10.8Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Set (1)2928.452928.4514.4FalseNoneNoneFalseNoneFalse42169.680
4058047157657None3.17.1Providing and laying filter media for embankment consisting of 2 layers of poly-propylene non-woven filter fabric and 200 mm thick 20 mm and down approved clean, hard, graded coarse ggregate layer between filter fabric layers for embankment including cost of all materials, machinery, labour, foming toe-drain and all other ancillary operations complete.Using 200 gsm filter fabric. Sqm1014.31014.327.0FalseNoneNoneFalseNoneFalse27386.10
4058048157657None17.13Providing and laying 100mm thick side wall & bottom slab of 600mm width for drain with opening using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 150mm spacing jointed in CM 1:3 proportion and nicely finished Including providing holes in the walls wherever necessary including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete." Rmtr5892.65892.69.0FalseNoneNoneFalseNoneFalse53033.40
4058049157657None17.14Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete." Sqm1228.51228.58.84FalseNoneNoneFalseNoneFalse10859.940
4058050157657None11.16.1Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge." Kg142.8142.81056.25FalseNoneNoneFalseNoneFalse150832.50
4058051157657None7.67.1Providing,fabricating and fixing Profiled Poly Urethane insulated Roof(PUF Sheet) having modular density 40kg/m2 and size 1.06m width and 7.60m length sheets roof having external sheet of 0.5mm steel, bottom sheet of 0.40mm steel with powder coated finish. The precoated sheet shall be of minimum 240MPa steel conforming to IS 14246 : 1995 and shal have zinc coating with minimum 120gsm as per IS 277:1992,.The roofing system shall have suitable water proof over lapping arrangments and GRIHA ceritifed.The fasting shall be of self tapping screws of required length with PVC head along with washer pre-painted aluminium cap unit with build in seal arrangments. The entire roof shall be firmly fastened to the existng frame including all lead and lifts, loading & unloading ,usage charges of machinery and equipments, transportation charges,labour charges and all other incidental charges etc.,complete as per standard technical detailed specifications and as directed by the Engineer in charge of the work" Sqm2307.92307.957.6FalseNoneNoneFalseNoneFalse132935.040
4058052157657None12.11Providing and fixing in position Honnewood fully panelled shutters for windows with stiles and rails of 35mm. thick, 75mm wide in two halves with panels of 25mm thick including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures)" Sqm144977.7144977.70.9FalseNoneNoneFalseNoneFalse130479.930
4058053157657None9.30Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications." Sqm5594.45594.46.75FalseNoneNoneFalseNoneFalse37762.20
4058054157657None5.1.1Providing 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 : Cement mortar 1:6 (1 cement : 6 coarse sand)" Cum5891.555891.550.68FalseNoneNoneFalseNoneFalse4006.2540
4058055157657None6.8Providing 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." Cum8367.458367.457.87FalseNoneNoneFalseNoneFalse65851.83150
4058056157657None8.2.2Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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" Sqm292.95292.9573.64FalseNoneNoneFalseNoneFalse21572.8380
4058057157657None8.51Providing 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." Sqm105.0105.036.82FalseNoneNoneFalseNoneFalse3866.10
4058058157657None8.54.2Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g/L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge." Sqm115.5115.536.82FalseNoneNoneFalseNoneFalse4252.710
4058059157657None10.18Providing and fixing of wall cladding using 20mm thick gang saw water cut Shiva gold granite, grey granite in CM 1:3 (1 cement : 3 coarse sand) proportion cut to required shape, pattern with paper joints, finished with cement mortal using white cement and colour pigments to match the colour of slab making through jointing with sealant, making holes 25mmx12mm grooves in joints including cost of all materials, mortar, labour, curing etc., complete." Sqm3526.953526.9536.82FalseNoneNoneFalseNoneFalse129862.2990
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17270894970000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17270894970001NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government/Government of India/Union TerritoryNone
17270894970001NoneNoneELIGIBILITYBidders 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
17270894970000NoneNoneELIGIBILITYIt 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
17270894970000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17270894970001NoneNoneELIGIBILITYMinimum financial turnover (civil engineering construction works) not less than One times the annual payments from this contract as per KW-2None
17270894970001NoneNoneELIGIBILITYSatisfactorily completed (at least 50% of the contract value), as prime contractor, at least one similar work is to be completed of value not less than Rs. 10.55 lakhs -Usually not less than 50% estimated value of contractNone
17270894970001NoneNoneELIGIBILITYTenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrification works and should have executed similar electrical works totallng (not less than 50% of electrical works) n any one yearNone
17270894970001NoneNoneELIGIBILITYThe Payment for the work will be made based on availability of funds and according to Queue systemNone
17270894970000NoneNoneELIGIBILITYTotal value of civl engineering works executed and payments received in the last five years (year-wise)None
17270894970000NoneNoneELIGIBILITYList of existing commitments and ongoing worksNone
17270894970000NoneNoneELIGIBILITYList of works for which tenders already submittedNone
17270894970000NoneNoneELIGIBILITYBanker Details for referenceNone
17270894970000NoneNoneELIGIBILITYConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNone
17270894970000NoneNoneELIGIBILITYReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNone
17270894970000NoneNoneELIGIBILITYQualification 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 awardedNone
17270894970001NoneNoneELIGIBILITYIt 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
17270896230000NoneNoneELIGIBILITYThe 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
17270896320000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejecNone
17270896360000NoneNoneELIGIBILITYBidder 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 bidderNone
17270896460000NoneNoneELIGIBILITYConditional tenders will not be acceptedNone
17270896580000NoneNoneELIGIBILITYAny discrepancies observed in the documents uploaded by the tenderer the submitted tender bid shall be liable to be rejectedNone
17270896640000NoneNoneELIGIBILITYRoyalty on construction materials and other taxes will be deducted as per prevailing Govt, orders as may be modified from time to timeNone
17270896720000NoneNoneELIGIBILITYAs per Karnataka state Government order No.LD/300/LET/2006 Banglore Dated 01-01-2007 and Government Letter No PW/134/BMS/2007 Dated 27-7-2007, a sum amounting to 1% of the bill amount will be deducted towards construction Labour welfare fundNone
17270896820000NoneNoneELIGIBILITYThe tenderer shall scan original Workdone 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 within one week from the date of Technical bid openingNone
17270896880000NoneNoneELIGIBILITYThe Employer reserves the right to reject any or all Tenders without assigning any reason or what so everNone
17270896940000NoneNoneELIGIBILITYThe earnest money deposit will be forfeited if the documents submitted by the tenderer found to be misleading/forged or fake/Taken backNone
17270896990000NoneNoneELIGIBILITYThe contractors shall collect necessary samples as required & all relevant requisite tests to be got done by the registered institution or firms with consultants with the Third PartyNone
17270897050000NoneNoneELIGIBILITYThe Department is not responsible for any delay caused in accessing the e-procurement portalNone
17270897110000NoneNoneELIGIBILITYTender validity for valid bid is 90 daysNone
17270897170000NoneNoneELIGIBILITYConditional LOC (Line of Credit) are not AcceptableNone
17270897220001NoneNoneELIGIBILITYThe Tenders/ Bids are invited as per Standard tender Bid Document KW-2: The contractor shall attach all the requisite documents as required in the standard bid document. The Bidders shall abide as per the detailed instructions and conditions contained in standard bid document KW-2None
17270897270000NoneNoneELIGIBILITYFor unbalanced Tender if the rate quoted by bidder is less than the estimated amount, the additional security for difference in amount should be submitted. in the form of depositNone
17270899500000NoneNoneELIGIBILITYIt 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
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Financial Turnover Certificate From 2019-20 to 2023-24 as per kw-2 With UDIN Number with Profit and Loss statementTrueTechnical Bid
Valid Contractor License Certificate issued by competent authorityTrueTechnical Bid
Workdone certificate-50 percent of Similar nature of work done certificate of amount put to tender as per kw-2TrueTechnical Bid
Line of Credit 30 percent of amount put to tender as per kw-2TrueTechnical Bid
GST CertificateTrueTechnical Bid
Pan CardTrueTechnical Bid
Agreed to Terms and conditions as per kw-2TrueTechnical Bid
Conditional LOC- Line of Credit are not AcceptableTrueTechnical Bid
Address proof and Contact number of a Contractor or Contact personTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone