createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1720442611422
version2
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyRESERVED
invitingStrategyTextReserved
taxTypeINCLUSIVE_TAX
tenderFee1620.00
emd64800.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose30-07-2024 16:00:00
tenderQueryClose26-07-2024 16:00:00
technicalBidOpen31-07-2024 16:30:00
publishedDate23-07-2024 14:07:20
publishedByPostEWHFWD_EE_EEOFF_KLB
publishedByUserKPE14208 - MANIK S KANKATTE
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonKhaja sab
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08472241982
mobileNumber9449843366
tenderSupplierListNone
tenderSchedule
createdTs1720442611452
version5
createdDateNone
modifiedDateNone
tenderNumberEWHFWD/2024-25/BD/WORK_INDENT507
titleConstruction of Health and Wellness Center at Bhandra Kumta in Aurad Taluka Bidar District.
descriptionConstruction of Health and Wellness Center at Bhandra Kumta in Aurad Taluka Bidar District.
categoryWORKS
categoryTextWorks
ecv6472174.60
deptNameEngineering Wing of Health and Family Welfare Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnFalse
location3525
locationNameEWHFWD Executive Engineer Office Kalburagi
provisionalAmount6500000.0
groupOverheadTotalNone
fileNumberEWHFWD/2023-24/BD/HWC/Bhandarkumata
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17204426110000NoneNoneBuildingsConstruction of Health and Wellness Center at Bhandra Kumta in Aurad Taluka Bidar District.(civil works)4113889.86
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3485264124594NoneVol - III, P. no. 9, it. No. 2.5.ii.aClearing 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workSq4.864.86750.0FalseNoneNoneFalseNoneFalse3645.00
3485265124594NoneVol - I, P. no. 8, It. No. 1.12Earth 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workCum117.71117.7175.0FalseNoneNoneFalseNoneFalse8828.250
3485266124594NoneVol - I, P. no. 8, It. No. 1.14Earth 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 ---- Complete as per Specification and as directed by the Engineer in-charge of workCum126.38126.38221.3FalseNoneNoneFalseNoneFalse27967.8940
3485267124594NoneVol - I, P. no. 15, It. No. 2.1.3,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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- Complete as per Specification and as directed by the Engineer in-charge of workCum7420.377420.3724.52FalseNoneNoneFalseNoneFalse181947.47240
3485268124594NoneVol - I, P. no. 15, It. No. 2.2.1Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/ trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Footings,Pedestal,Screed concrete over slab ---- Complete as per Specification and as directed by the Engineer in-charge of workCum7789.597789.5937.57FalseNoneNoneFalseNoneFalse292654.89630
3485269124594NoneVol - I, P. no. 7, It. No. 1.9Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding 0cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ---- Complete as per Specification and as directed by the Engineer in-charge of workCum329.57329.57177.04FalseNoneNoneFalseNoneFalse58347.07280
3485270124594NoneVol - I, P. no. 7, It. No. 1.8Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- Complete as per Specification and as directed by the Engineer in-charge of workCum587.29587.29198.61FalseNoneNoneFalseNoneFalse116641.66690
3485271124594NoneVol - II, P. no. 9, It. No. 5.1.1Providing 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) ---- Complete as per Specification and as directed by the Engineer in-charge of workCum6952.036952.037.2FalseNoneNoneFalseNoneFalse50054.6160
3485272124594NoneVol - II, P. no. 9, It. No. 5.3Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- Complete as per Specification and as directed by the Engineer in-charge of workCum7688.07688.05.4FalseNoneNoneFalseNoneFalse41515.20
3485273124594NoneVol - I, P. no. 16, It. No. 2.5.2Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Complete as per Specification and as directed by the Engineer in-charge of workCum8478.488478.4844.67FalseNoneNoneFalseNoneFalse378733.70160
3485274124594NoneVol - I, P. no. 111,Appendix I-Additionalities for Formwork, Centering & Scaffolding - Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. Footings Pedestal ---- Complete as per Specification and as directed by the Engineer in-charge of workCum623.17623.1729.44FalseNoneNoneFalseNoneFalse18346.12480
3485275124594NoneVol - I, P. no. 111,Appendix I-Additionalities for Formwork, Centering & Scaffolding - Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. COLUMNS ---- Complete as per Specification and as directed by the Engineer in-charge of workCum5934.935934.939.18FalseNoneNoneFalseNoneFalse54482.65740
3485276124594NoneVol - I, P. no. 111Appendix I-Additionalities for Formwork, Centering & Scaffolding - Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. PLINTH BEAM,Columns embedded in Plinth Beam ---- Complete as per Specification and as directed by the Engineer in-charge of workCum4239.244239.248.86FalseNoneNoneFalseNoneFalse37559.66640
3485277124594NoneVol - I, P. no. 111Appendix I-Additionalities for Formwork, Centering & Scaffolding - Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. LINTELS ROOF BEAM CONCRETE ---- Complete as per Specification and as directed by the Engineer in-charge of workCum5087.095087.0912.29FalseNoneNoneFalseNoneFalse62520.33610
3485278124594NoneVol - I, P. no. 111Appendix I-Additionalities for Formwork, Centering & Scaffolding - Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. ROOF SLAB ---- Complete as per Specification and as directed by the Engineer in-charge of workCum4239.244239.2414.08FalseNoneNoneFalseNoneFalse59688.49920
3485279124594NoneVol - I, P. no. 111Appendix I-Additionalities for Formwork, Centering & Scaffolding - Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. Chajja ---- Complete as per Specification and as directed by the Engineer in-charge of workCum3815.313815.311.03FalseNoneNoneFalseNoneFalse3929.76930
3485280124594NoneVol - I, P. no. 15, It. No. 2.1.6Providing 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates Cill Concrete ---- Complete as per Specification and as directed by the Engineer in-charge of workCum7735.087735.081.69FalseNoneNoneFalseNoneFalse13072.28520
3485281124594NoneVol - 1, P. no.18, It. No. 2.11 aSupplying, 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workt110837.22110837.228.55FalseNoneNoneFalseNoneFalse947658.2310
3485282124594NoneVol - II, P. No. 14, It. No. 6.8Providing 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. Ground Floor Wall - Upto Slab Beam Bottom ---- Complete as per Specification and as directed by the Engineer in-charge of workCum9873.599873.5937.38FalseNoneNoneFalseNoneFalse369074.79420
3485283124594NoneVol - II, P. No. 14, It. No. 6.13Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm1209.261209.2635.55FalseNoneNoneFalseNoneFalse42989.1930
3485284124594NoneVol - II, P. No. 100, It. No. 12.13.1Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. ---- Complete as per Specification and as directed by the Engineer in-charge of workCum122431.79122431.790.45FalseNoneNoneFalseNoneFalse55094.30550
3485285124594NoneVol - II, P. No. 104, It. No. 12.51Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. ---- Complete as per Specification and as directed by the Engineer in-charge of workEach1258.821258.824.0FalseNoneNoneFalseNoneFalse5035.280
3485286124594NoneVol - II, P. No. 219, It. No. 22.15.4Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge - SS Aldrop 16mm dia, 300mm ---- Complete as per Specification and as directed by the Engineer in-charge of workEach464.63464.634.0FalseNoneNoneFalseNoneFalse1858.520
3485287124594NoneVol - II, P. No. 219, It. No. 22.15.1Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge - SS Handles 200mm ---- Complete as per Specification and as directed by the Engineer in-charge of workEach557.55557.558.0FalseNoneNoneFalseNoneFalse4460.40
3485288124594NoneVol - II, P. No. 219, It. No. 22.15.6Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge - SS Tower Bolts 200x10mm ---- Complete as per Specification and as directed by the Engineer in-charge of workEach185.85185.854.0FalseNoneNoneFalseNoneFalse743.40
3485289124594NoneVol - II, P. No. 219, It. No. 22.15.8Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge - SS hinges 125 mm ---- Complete as per Specification and as directed by the Engineer in-charge of workEach61.9561.9516.0FalseNoneNoneFalseNoneFalse991.20
3485290124594NoneVol - II, P. No. 69, It. No. 10.6.2Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Fastener with threaded dia 12 mm ---- Complete as per Specification and as directed by the Engineer in-charge of workEach68.1568.1512.0FalseNoneNoneFalseNoneFalse817.80
3485291124594NoneVol - II, P. No. 205, It. No. 20.79Supplying and fixing new teak wood beads wherever necessary including cost of materials, labour, complete as per specifications. ---- Complete as per Specification and as directed by the Engineer in-charge of workEach64.4364.4324.0FalseNoneNoneFalseNoneFalse1546.320
3485292124594NoneVol - II, P. No. 105, It. No. 12.57.6Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side commercial ---- Complete as per Specification and as directed by the Engineer in-charge of workEach4115.964115.9615.36FalseNoneNoneFalseNoneFalse63221.14560
3485293124594NoneVol - II, P. No. 110, It. No. 12.89Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm8116.698116.699.84FalseNoneNoneFalseNoneFalse79868.22960
3485294124594NoneVol - II, P. No. 109, It. No. 12.85Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm7085.847085.840.72FalseNoneNoneFalseNoneFalse5101.80480
3485295124594NoneVol - II, P. No. 85, It. No. 11.34AProviding 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 steel windows by welding ---- Complete as per Specification and as directed by the Engineer in-charge of workKg208.15208.15206.64FalseNoneNoneFalseNoneFalse43012.1160
3485296124594NoneVol - II, P. No. 111, It. No. 12.93.1Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) - Size 62 x 100mm ---- Complete as per Specification and as directed by the Engineer in-charge of workRmtr869.78869.789.8FalseNoneNoneFalseNoneFalse8523.8440
3485297124594NoneVol - II, P. No. 112, It. No. 12.94.1Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) - 30 mm thickness ---- Complete as per Specification and as directed by the Engineer in-charge of workCum4317.924317.923.15FalseNoneNoneFalseNoneFalse13601.4480
3485298124594NoneVol - II, P. No. 42, It. No. 8.5.2Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm432.41432.41241.84FalseNoneNoneFalseNoneFalse104574.03440
3485299124594NoneVol - II, P. No. 43, It. No. 8.10Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm261.43261.4393.2FalseNoneNoneFalseNoneFalse24365.2760
3485300124594NoneVol - II, P. No. 50, It. No. 8.51Providing 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm123.9123.9335.04FalseNoneNoneFalseNoneFalse41511.4560
3485301124594NoneVol - II, P. No. 42, It. No. 8.8Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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. (outside) ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm459.67459.67163.75FalseNoneNoneFalseNoneFalse75270.96250
3485302124594NoneVol - II, P. No. 43, It. No. 8.16.1Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm42.1342.13676.2FalseNoneNoneFalseNoneFalse28488.3060
3485303124594NoneVol - II, P. No. 54, It. No. 8.79Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 10mm to 15 mm wide and 8 mm deep groove. ---- Complete as per Specification and as directed by the Engineer in-charge of workRmtr64.4364.43271.01FalseNoneNoneFalseNoneFalse17461.17430
3485304124594NoneVol - II, P. No. 60, It. No. 9.12.2Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm1418.661418.6656.4FalseNoneNoneFalseNoneFalse80012.4240
3485305124594NoneVol - II, P. No. 40, It. No. 8.2.2Providing 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm345.68345.6867.22FalseNoneNoneFalseNoneFalse23236.60960
3485306124594NoneVol - II, P. No. 60, It. No. 9.11Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thick- ness 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., complete. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm1101.471101.475.98FalseNoneNoneFalseNoneFalse6586.79060
3485307124594NoneVol - II, P. No. 64, It. No. 9.39Providing 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm1795.311795.3167.22FalseNoneNoneFalseNoneFalse120680.73820
3485308124594NoneVol - II, P. No. 48, It. No. 8.39Wall painting with acrylic emulsion 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm157.35157.35335.04FalseNoneNoneFalseNoneFalse52718.5440
3485309124594NoneVol - II, P. No. 46, It. No. 8.31Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm220.54220.54163.75FalseNoneNoneFalseNoneFalse36113.4250
3485310124594NoneVol - II, P. No. 48, It. No. 8.40Painting 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm142.49142.4962.22FalseNoneNoneFalseNoneFalse8865.72780
3485311124594NoneVol - II, P. No. 48, It. No. 8.38Painting with oil type wood preservative of approved brand and manufacture :New work (two coats) to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm49.5649.5625.2FalseNoneNoneFalseNoneFalse1248.9120
3485312124594NoneVol - II, P. No. 48, It. No. 9.24Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm3533.633533.6351.69FalseNoneNoneFalseNoneFalse182653.33470
3485313124594NoneVol - II, P. No. 48, It. No. 9.24Providing 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workKg700.04700.04234.0FalseNoneNoneFalseNoneFalse163809.360
3485314124594NoneVol - II, P. No. 87, It. No. 11.35.1.1Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion : Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) including cost of materials, labour, usage charges of machinery complete as per specifications. ---- Complete as per Specification and as directed by the Engineer in-charge of workKg560.03560.0388.2FalseNoneNoneFalseNoneFalse49394.6460
3485315124594NoneLUMPSUMThe Tenderer (agency) should arrange to obtain (get), detailed Architectural drawings and elevations, Structural designs and drawings including Soil exploration and providing consultancy for Architectural designs & drawings, elevation, 3D view, Internal and External Electrical services including electrical infrastructure , Lifts, CCTV/Net working system interior layout and liaison with other department and approval of pollution control board and allied works etc., and any other drawings related to this project (This item is included in schedule B as a item) and 6 sets of as built drawings should be submitted to the employer. The Consultancy Fees which is included as an item in schedule B shall be paid on prorate basis of the main work or by negotiation with the employer. - - - - etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge ---- Complete as per Specification and as directed by the Engineer in-charge of workLump Sum for Each43365.043365.01.0FalseNoneNoneFalseNoneFalse43365.00
17204426110000NoneNoneBuildingsConstruction of Health and Wellness Center at Bhandra Kumta in Aurad Taluka Bidar District.(Civil works - First Floor)1723935.87
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3485316124595NoneVol - I, P. no. 16, It. No. 2.5.2Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Complete as per Specification and as directed by the Engineer in-charge of workCum8559.228559.2220.89FalseNoneNoneFalseNoneFalse178802.10580
3485317124595NoneVol - I, P. no. 111Appendix I-Additionalities for Formwork, Centering & Scaffolding - Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work FIRST FLOOR COLUMNS PARAPET COLUMNS ---- Complete as per Specification and as directed by the Engineer in-charge of workCum5991.465991.463.47FalseNoneNoneFalseNoneFalse20790.36620
3485318124595NoneVol - I, P. no. 111Appendix I-Additionalities for Formwork, Centering & Scaffolding - Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. Lintel Concrete FIRST FLOOR ROOF BEAM CONCRETE ---- Complete as per Specification and as directed by the Engineer in-charge of workCum5135.535135.535.85FalseNoneNoneFalseNoneFalse30042.85050
3485319124595NoneVol - I, P. no. 111,Appendix I-Additionalities for Formwork, Centering & Scaffolding - Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. ROOF SLAB ---- Complete as per Specification and as directed by the Engineer in-charge of workCum4279.614279.6118.49FalseNoneNoneFalseNoneFalse79129.98890
3485320124595NoneVol - I, P. no. 111Appendix I-Additionalities for Formwork, Centering & Scaffolding - Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. Chajja ---- Complete as per Specification and as directed by the Engineer in-charge of workCum3851.653851.650.26FalseNoneNoneFalseNoneFalse1001.4290
3485321124595NoneVol - I, P. no. 15, It. No. 2.1.6Providing 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates ---- Complete as per Specification and as directed by the Engineer in-charge of workCum7808.747808.741.69FalseNoneNoneFalseNoneFalse13196.77060
3485322124595NoneVol - 1, P. no.18, It. No. 2.11 aSupplying, 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workt111892.82111892.822.56FalseNoneNoneFalseNoneFalse286445.61920
3485323124595NoneVol - II, P. No. 14, It. No. 6.8Providing 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workCum9967.639967.6322.8FalseNoneNoneFalseNoneFalse227261.9640
3485324124595NoneVol - II, P. No. 14, It. No. 6.13Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm1220.781220.7845.11FalseNoneNoneFalseNoneFalse55069.38580
3485325124595NoneVol - II, P. No. 100, It. No. 12.13.1Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. ---- Complete as per Specification and as directed by the Engineer in-charge of workCum123597.8123597.80.45FalseNoneNoneFalseNoneFalse55619.010
3485326124595NoneVol - II, P. No. 104, It. No. 12.51Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. ---- Complete as per Specification and as directed by the Engineer in-charge of workEach1270.811270.814.0FalseNoneNoneFalseNoneFalse5083.240
3485327124595NoneVol - II, P. No. 219, It. No. 22.15.4Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge - SS Aldrop 16mm dia, 300mm ---- Complete as per Specification and as directed by the Engineer in-charge of workEach469.05469.054.0FalseNoneNoneFalseNoneFalse1876.20
3485328124595NoneVol - II, P. No. 219, It. No. 22.15.1Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge - SS Handles 200mm ---- Complete as per Specification and as directed by the Engineer in-charge of workEach562.86562.868.0FalseNoneNoneFalseNoneFalse4502.880
3485329124595NoneVol - II, P. No. 219, It. No. 22.15.6Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge - SS Tower Bolts 200x10mm ---- Complete as per Specification and as directed by the Engineer in-charge of workEach187.62187.624.0FalseNoneNoneFalseNoneFalse750.480
3485330124595NoneVol - II, P. No. 219, It. No. 22.15.8Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge - SS hinges 125 mm ---- Complete as per Specification and as directed by the Engineer in-charge of workEach62.5462.5416.0FalseNoneNoneFalseNoneFalse1000.640
3485331124595NoneVol - II, P. No. 69, It. No. 10.6.2Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Fastener with threaded dia 12 mm ---- Complete as per Specification and as directed by the Engineer in-charge of workEach68.7968.7912.0FalseNoneNoneFalseNoneFalse825.480
3485332124595NoneVol - II, P. No. 205, It. No. 20.79Supplying and fixing new teak wood beads wherever necessary including cost of materials, labour, complete as per specifications. ---- Complete as per Specification and as directed by the Engineer in-charge of workNo65.0465.0424.0FalseNoneNoneFalseNoneFalse1560.960
3485333124595NoneVol - II, P. No. 105, It. No. 12.57.6Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side commercial ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm4155.164155.1615.36FalseNoneNoneFalseNoneFalse63823.25760
3485334124595NoneVol - II, P. No. 110, It. No. 12.89Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm8193.998193.999.6FalseNoneNoneFalseNoneFalse78662.3040
3485335124595NoneVol - II, P. No. 109, It. No. 12.85Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm7153.337153.330.72FalseNoneNoneFalseNoneFalse5150.39760
3485336124595NoneVol - II, P. No. 85, It. No. 11.34AProviding 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 steel windows by welding ---- Complete as per Specification and as directed by the Engineer in-charge of workKg210.13210.13206.64FalseNoneNoneFalseNoneFalse43421.26320
3485337124595NoneVol - II, P. No. 111, It. No. 12.93.1Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) - Size 62 x 100mm ---- Complete as per Specification and as directed by the Engineer in-charge of workRmtr878.06878.069.8FalseNoneNoneFalseNoneFalse8604.9880
3485338124595NoneVol - II, P. No. 112, It. No. 12.94.1Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) - 30 mm thickness ---- Complete as per Specification and as directed by the Engineer in-charge of workCum4359.044359.043.15FalseNoneNoneFalseNoneFalse13730.9760
3485339124595NoneVol - II, P. No. 42, It. No. 8.5.2Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm436.53436.53141.19FalseNoneNoneFalseNoneFalse61633.67070
3485340124595NoneVol - II, P. No. 43, It. No. 8.10Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm263.92263.9272.81FalseNoneNoneFalseNoneFalse19216.01520
3485341124595Noneol - II, P. No. 50, It. No. 8.51Providing 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm125.08125.08214.0FalseNoneNoneFalseNoneFalse26767.120
3485342124595NoneVol - II, P. No. 42, It. No. 8.8Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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. (outside) ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm464.05464.05146.23FalseNoneNoneFalseNoneFalse67858.03150
3485343124595NoneVol - II, P. No. 43, It. No. 8.16.1Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm42.5342.53676.2FalseNoneNoneFalseNoneFalse28758.7860
3485344124595NoneVol - II, P. No. 54, It. No. 8.79Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 10mm to 15 mm wide and 8 mm deep groove. ---- Complete as per Specification and as directed by the Engineer in-charge of workRmtr65.0465.04271.01FalseNoneNoneFalseNoneFalse17626.49040
3485345124595NoneVol - II, P. No. 60, It. No. 9.12.2Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm1432.171432.1752.46FalseNoneNoneFalseNoneFalse75131.63820
3485346124595NoneVol - II, P. No. 40, It. No. 8.2.2Providing 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm348.97348.9767.22FalseNoneNoneFalseNoneFalse23457.76340
3485347124595NoneVol - II, P. No. 60, It. No. 9.11Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thick- ness 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., complete. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm1111.961111.965.98FalseNoneNoneFalseNoneFalse6649.52080
3485348124595NoneVol - II, P. No. 64, It. No. 9.39Providing 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm1812.411812.416.3FalseNoneNoneFalseNoneFalse11418.1830
3485349124595NoneVol - II, P. No. 48, It. No. 8.39Wall painting with acrylic emulsion 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm158.85158.85214.0FalseNoneNoneFalseNoneFalse33993.90
3485350124595NoneVol - II, P. No. 46, It. No. 8.31Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm222.64222.64146.23FalseNoneNoneFalseNoneFalse32556.64720
3485351124595NoneVol - II, P. No. 48, It. No. 8.40Painting 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm143.84143.8462.22FalseNoneNoneFalseNoneFalse8949.72480
3485352124595NoneVol - II, P. No. 48, It. No. 8.38Painting with oil type wood preservative of approved brand and manufacture :New work (two coats) to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm50.0350.0325.2FalseNoneNoneFalseNoneFalse1260.7560
3485353124595NoneVol - II, P. No. 48, It. No. 9.24Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. ---- Complete as per Specification and as directed by the Engineer in-charge of workSqm3567.283567.2813.5FalseNoneNoneFalseNoneFalse48158.280
3485354124595NoneVol - II, P. No. 48, It. No. 9.24Providing 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. ---- Complete as per Specification and as directed by the Engineer in-charge of workKg706.7706.7119.07FalseNoneNoneFalseNoneFalse84146.7690
17204426110000NoneNoneBuildingsConstruction of Health and Wellness Center at Bhandra Kumta in Aurad Taluka Bidar District.(Internal water supply & sanitary works)196185.86
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3485355124596NoneV-II, P. No. 28, It. No. 14.28.2.2Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 40mm dia pipes, From wash basin waste lines ---- Complete as per Specification and as directed by the Engineer in-charge of workRmtr113.99113.994.0FalseNoneNoneFalseNoneFalse455.960
3485356124596NoneVol - V, P. no. 120, It. No. 10.14.9Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. PVC pipe - 75mm(weight of pipe -0.917 kg) ---- Complete as per Specification and as directed by the Engineer in-charge of workRmtr237.89237.8920.0FalseNoneNoneFalseNoneFalse4757.80
3485357124596NoneVol - V, P. no. 120, It. No. 10.14.11PVC pipe - OD 110mm and 6 Kg/sqcm, sanitary lines ---- Complete as per Specification and as directed by the Engineer in-charge of workRmtr443.56443.5650.0FalseNoneNoneFalseNoneFalse22178.00
3485358124596NoneVol - II, P. no. 136, It. No. 14.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. ---- Complete as per Specification and as directed by the Engineer in-charge of workNo1511.581511.584.0FalseNoneNoneFalseNoneFalse6046.320
3485359124596NoneVol - II, P. no. 123, It. No. 14.3.1Providing 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 ---- Complete as per Specification and as directed by the Engineer in-charge of workEach7405.57405.54.0FalseNoneNoneFalseNoneFalse29622.00
3485360124596NoneVol - II, P. no. 117, It. No. 13.3.1Providing and fixing brass stop cock of approved quality : 15 mm nominal bore ---- Complete as per Specification and as directed by the Engineer in-charge of workEach370.46370.464.0FalseNoneNoneFalseNoneFalse1481.840
3485361124596NoneVol - II, P. no. 132, It. No. 14.7.1Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15mm C.P. brass pillar taps ---- Complete as per Specification and as directed by the Engineer in-charge of workEach3818.63818.64.0FalseNoneNoneFalseNoneFalse15274.40
3485362124596NoneVol - II, P. No. 122, it. No. 13.32.2Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. ---- Complete as per Specification and as directed by the Engineer in-charge of workRmtr469.58469.5860.0FalseNoneNoneFalseNoneFalse28174.80
3485363124596NoneVol - II, P. No. 122, It. No. 13.33.2Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(External work) External & Shafts & Terrace 20 mm nominal dia Pipes ---- Complete as per Specification and as directed by the Engineer in-charge of workRmtr268.86268.8620.0FalseNoneNoneFalseNoneFalse5377.20
3485364124596NoneVol - II, P. No. 122, It. No. 13.33.3Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(External work) External & Shafts & Terrace 25 mm nominal dia Pipes ---- Complete as per Specification and as directed by the Engineer in-charge of workRmtr366.74366.7450.0FalseNoneNoneFalseNoneFalse18337.00
3485365124596NoneVol - V, P. No. 191, It. No. 16.9Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.(CATCH BASIN) ---- Complete as per Specification and as directed by the Engineer in-charge of workNo6757.516757.516.0FalseNoneNoneFalseNoneFalse40545.060
3485366124596NoneVol - II, P. no. 123, It. No. 13.34Providing and placing on terrace (at all floor levels) polyethylene water storage tank,IS:12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet,outlet and overflow pipes but without fittings and the base support for tank. ---- Complete as per Specification and as directed by the Engineer in-charge of workLtr11.1511.152000.0FalseNoneNoneFalseNoneFalse22300.00
3485367124596NoneVol - II, P. no. 127, It. No. 13.59Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete Ground Toilet 10Cms X 7.5Cms ---- Complete as per Specification and as directed by the Engineer in-charge of workNo272.58272.586.0FalseNoneNoneFalseNoneFalse1635.480
17204426110000NoneNoneBuildingsConstruction of Health and Wellness Center at Bhandra Kumta in Aurad Taluka Bidar District.(Internal Electrification)438163.01
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3485368124597NoneCSR 2023-24 It.No 2.02.01Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point up to 3Mtr from tapping point to out let via switch ---- Complete as per Specification and as directed by the Engineer in-charge of workPack317.42317.4220.0FalseNoneNoneFalseNoneFalse6348.40
3485369124597NoneCSR 2023-24 It.No 2.2.2Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Medium point above 3mtr up to 6Mtr from tapping point to out let via switch ---- Complete as per Specification and as directed by the Engineer in-charge of workPack447.22447.2215.0FalseNoneNoneFalseNoneFalse6708.30
3485370124597NoneCSR 2023-24 It.No 2.2.3Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Above 6Mtr up to 10Mtr from tapping Point to out let via switch ---- Complete as per Specification and as directed by the Engineer in-charge of workPack654.9654.910.0FalseNoneNoneFalseNoneFalse6549.00
3485371124597NoneCSR 2023-24 It.No 3.4.2Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall ---- Complete as per Specification and as directed by the Engineer in-charge of workEach187.62187.624.0FalseNoneNoneFalseNoneFalse750.480
3485372124597NoneCSR 2023-24 It.No 3.4.3Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 4-5Way ---- Complete as per Specification and as directed by the Engineer in-charge of workEach208.86208.862.0FalseNoneNoneFalseNoneFalse417.720
3485373124597NoneCSR 2023-24 It.No 3.4.4Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 6Way ---- Complete as per Specification and as directed by the Engineer in-charge of workEach259.6259.610.0FalseNoneNoneFalseNoneFalse2596.00
3485374124597NoneCSR 2023-24 It.No 3.4.5Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 8Way ---- Complete as per Specification and as directed by the Engineer in-charge of workEach307.98307.985.0FalseNoneNoneFalseNoneFalse1539.90
3485375124597NoneCSR 2023-24 It.No 3.4.6Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12Way ---- Complete as per Specification and as directed by the Engineer in-charge of workEach376.42376.4210.0FalseNoneNoneFalseNoneFalse3764.20
3485376124597NoneCSR 2023-24 It.No 3.5.2Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 3 Module ---- Complete as per Specification and as directed by the Engineer in-charge of workEach189.98189.984.0FalseNoneNoneFalseNoneFalse759.920
3485377124597NoneCSR 2023-24 It.No 3.5.3Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 4 Module ---- Complete as per Specification and as directed by the Engineer in-charge of workEach276.12276.1210.0FalseNoneNoneFalseNoneFalse2761.20
3485378124597NoneCSR 2023-24, It.No 3.5.5Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 8 Module ---- Complete as per Specification and as directed by the Engineer in-charge of workEach335.12335.125.0FalseNoneNoneFalseNoneFalse1675.60
3485379124597NoneCSR 2023-24 It.No 3.5.6Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 10-12 Module ---- Complete as per Specification and as directed by the Engineer in-charge of workEach405.92405.9210.0FalseNoneNoneFalseNoneFalse4059.20
3485380124597NoneCSR 2023-24 It.No 3.6.1Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps one way. ---- Complete as per Specification and as directed by the Engineer in-charge of workEach120.36120.36120.0FalseNoneNoneFalseNoneFalse14443.20
3485381124597NoneCSR 2023-24 It.No 3.6.3Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps 3way socket. ---- Complete as per Specification and as directed by the Engineer in-charge of workEach201.78201.7820.0FalseNoneNoneFalseNoneFalse4035.60
3485382124597NoneCSR 2023-24, It.No 3.6.4Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator. ---- Complete as per Specification and as directed by the Engineer in-charge of workEach421.26421.2610.0FalseNoneNoneFalseNoneFalse4212.60
3485383124597NoneCSR 2023-24, It.No 3.6.8Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 16Amps one way switch ---- Complete as per Specification and as directed by the Engineer in-charge of workEach212.4212.420.0FalseNoneNoneFalseNoneFalse4248.00
3485384124597NoneCSR 2023-24 It.No 3.6.10Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32Amps DP switch ---- Complete as per Specification and as directed by the Engineer in-charge of workEach384.68384.684.0FalseNoneNoneFalseNoneFalse1538.720
3485385124597NoneCSR 2023-24 It.no 3.6.11Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16Amps universal socket ---- Complete as per Specification and as directed by the Engineer in-charge of workEach278.48278.4810.0FalseNoneNoneFalseNoneFalse2784.80
3485386124597NoneCSR 2023-24 It.No 3.6.12Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. TV/Telephone socket ---- Complete as per Specification and as directed by the Engineer in-charge of workEach184.08184.082.0FalseNoneNoneFalseNoneFalse368.160
3485387124597NoneCSR 2023-24 It.No 1.13Supplyin and Fixing Metal Fan Box with Round Hook. ---- Complete as per Specification and as directed by the Engineer in-charge of workNo138.06138.0610.0FalseNoneNoneFalseNoneFalse1380.60
3485388124597NoneCSR 2023-24 P.No 1.2.1Supplying heavy gauge PVC conduit pipe …….dia . mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary(2/2) 19/20mm dia 2mm thick ---- Complete as per Specification and as directed by the Engineer in-charge of workRmtr77.8877.8890.0FalseNoneNoneFalseNoneFalse7009.20
3485389124597NoneCSR 2023-24 It.No 1.2.2Supplying heavy gauge PVC conduit pipe …….dia . mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary(2/2) 25mm dia 2mm thick ---- Complete as per Specification and as directed by the Engineer in-charge of workRmtr92.0492.04150.0FalseNoneNoneFalseNoneFalse13806.00
3485390124597NoneCSR 2023-24 It.No 1.2.3Supplying heavy gauge PVC conduit pipe …….dia . mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary(2/2) 32mm dia 2mm thick ---- Complete as per Specification and as directed by the Engineer in-charge of workRmtr121.54121.5430.0FalseNoneNoneFalseNoneFalse3646.20
3485391124597NoneCSR 2023-24 It.No 1.7.1Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete ---- Complete as per Specification and as directed by the Engineer in-charge of workRmtr34.2234.2260.0FalseNoneNoneFalseNoneFalse2053.20
3485392124597NoneCSR 2023-24 It.No 2.3.2Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 1.5 sqmm ---- Complete as per Specification and as directed by the Engineer in-charge of workRmtr30.6830.68180.0FalseNoneNoneFalseNoneFalse5522.40
3485393124597NoneCSR 2023-24 It.No 2.3.3Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 2.5 sqmm ---- Complete as per Specification and as directed by the Engineer in-charge of workRmtr49.5649.561080.0FalseNoneNoneFalseNoneFalse53524.80
3485394124597NoneCSR 2023-24 It.No 2.3.4Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 4 sqmm ---- Complete as per Specification and as directed by the Engineer in-charge of workRmtr74.3474.34360.0FalseNoneNoneFalseNoneFalse26762.40
3485395124597NoneCSR 2023-24 It.No 5.19.4Supplying and fixing regular MCB distribution boards on wall/ wood board I flush mounting using required clamps,i bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase I 3 phase I single door with powder coated painting. Made out of 14 SWG MS enclosure( Double Door) 12 Way SP & N ---- Complete as per Specification and as directed by the Engineer in-charge of workEach2198.342198.342.0FalseNoneNoneFalseNoneFalse4396.680
3485396124597NoneCSR 2023-24 It.No 5.18.1Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 6-32 A SP ---- Complete as per Specification and as directed by the Engineer in-charge of workEach489.7489.720.0FalseNoneNoneFalseNoneFalse9794.00
3485397124597NoneCSR 2023-24 It.No 5.18.4Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898" 6-32 A DP ---- Complete as per Specification and as directed by the Engineer in-charge of workEach872.02872.022.0FalseNoneNoneFalseNoneFalse1744.040
3485398124597None19-20SR P.No 6.4.4Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 4 core 16 sqmm ---- Complete as per Specification and as directed by the Engineer in-charge of workKm167373.56167373.560.25FalseNoneNoneFalseNoneFalse41843.390
3485399124597NoneCSR 2023-24 P.No 11.3.2Supplying of .feet - PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. ---- Complete as per Specification and as directed by the Engineer in-charge of workEach814.2814.220.0FalseNoneNoneFalseNoneFalse16284.00
3485400124597NoneCSR 2023-24 It.No 11.4.1Supplying & fixing of retrofit type - LED bulb.W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI 70%. efficacy 80 lumen per watt, life25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 5-6 W, ---- Complete as per Specification and as directed by the Engineer in-charge of workEach949.9949.96.0FalseNoneNoneFalseNoneFalse5699.40
3485401124597NoneCSR 2023-24 It.No 6.1Supplying exhaust fan of 1440 RPM of 300mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. ---- Complete as per Specification and as directed by the Engineer in-charge of workEach1760.561760.566.0FalseNoneNoneFalseNoneFalse10563.360
3485402124597NoneCSR 2023-24 It.No 6.3.1Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. 48" Sweep (1200mm) Regular model ---- Complete as per Specification and as directed by the Engineer in-charge of workEach3521.123521.1210.0FalseNoneNoneFalseNoneFalse35211.20
3485403124597NoneCSR 2023-24 P.No 13.7.1Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. On wall / ceiling / Rafter / Girders ---- Complete as per Specification and as directed by the Engineer in-charge of workEach143.96143.9620.0FalseNoneNoneFalseNoneFalse2879.20
3485404124597NoneCSR 2023-24 It.No13.10Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S' hook with fan regulator to the existing board together with supplying and fixing 5 amps. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. ---- Complete as per Specification and as directed by the Engineer in-charge of workEach201.78201.7810.0FalseNoneNoneFalseNoneFalse2017.80
3485405124597NoneCSR 2023-34 13.13Fixing one exhaust fan after making a suitable nitch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 amps, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. ---- Complete as per Specification and as directed by the Engineer in-charge of workEach834.26834.266.0FalseNoneNoneFalseNoneFalse5005.560
3485406124597NoneCSR 2023-34 It.No 11.8.2Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED Efficiency130lm/w, nominal CRI 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. LED Streetlight 40watts ---- Complete as per Specification and as directed by the Engineer in-charge of workNo4748.324748.322.0FalseNoneNoneFalseNoneFalse9496.640
3485407124597NoneCSR 2023-24 IT.No 13.4.1Supplying and fixing telescopic M.S. bracket fabricated by using 0.5m length 4” dia telescopic M. S. pipe, with 2” dia 1.5m long M. S. bracket and are welded with suitable angle, using 6mm thick M. S. sheet, grip bolts & nuts, as required, suitable for 9 to 12 Mtrs. M. S. tubular pole, with necessary two coats of painting, with all other accessories. Single bracket 1.5 Mtr. Length ---- Complete as per Specification and as directed by the Engineer in-charge of workEach1723.981723.982.0FalseNoneNoneFalseNoneFalse3447.960
3485408124597NoneCSR 2023-24 It.No 13.5Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. ---- Complete as per Specification and as directed by the Engineer in-charge of workEach191.16191.161.0FalseNoneNoneFalseNoneFalse191.160
3485409124597NoneCSR 2023-24 It.No 5.42.2Fabricating supplying and mounting MS box made out .SWG suitable for floor I wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete 16SWG ---- Complete as per Specification and as directed by the Engineer in-charge of workSq CM0.510.5136000.0FalseNoneNoneFalseNoneFalse18360.00
3485410124597NoneCSR 2023-24 It.No 5.40.1Supplying .amps rated 3phase with neutral bus bar using required capacity electrolytic aluminum strips covered with heat shrinkable coloured PVC sleeve, mounted on phenoliciFRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. 100Amps 4x30x6mm Aluminum Strips ---- Complete as per Specification and as directed by the Engineer in-charge of workRmtr2908.72908.72.0FalseNoneNoneFalseNoneFalse5817.40
3485411124597NoneCSR 2023-24 It.No 5.41.1Supplying and fixing angle iron frame work iabricated out of M.S. angle iron. and M.S. flat . with bolts, washers etc.,and painted with 2 coats of red oxide and then two coats of approved paint 40x40x6mm ---- Complete as per Specification and as directed by the Engineer in-charge of workRmtr359.9359.96.0FalseNoneNoneFalseNoneFalse2159.40
3485412124597NoneCSR 2023-24 It.No 5.15.1Supplying and fixing Moulded Case Circuit Breaker (MCCB) .over the existing wood/panel board using necessary screws, bolts, nuts and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Micro processor release and Earth Fault as per IS-13947. (lcu= lcs) FOUR POLE 100Amps 25kA ---- Complete as per Specification and as directed by the Engineer in-charge of workEach7181.487181.481.0FalseNoneNoneFalseNoneFalse7181.480
3485413124597NoneCSR 2023-24 It.No 5.18.8Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 40Amps TPN ---- Complete as per Specification and as directed by the Engineer in-charge of workEach3691.923691.922.0FalseNoneNoneFalseNoneFalse7383.840
3485414124597NoneCSR 2023-24 It.N0 5.18.4Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 6-32Amps DP ---- Complete as per Specification and as directed by the Engineer in-charge of workEach872.02872.026.0FalseNoneNoneFalseNoneFalse5232.120
3485415124597NoneCSR 2023-24 It.No 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v A.C. 50 Hz 12/24v D.C ---- Complete as per Specification and as directed by the Engineer in-charge of workEach607.7607.72.0FalseNoneNoneFalseNoneFalse1215.40
3485416124597NoneCSR 2023-24 It.No 5.34 Supplying, fixing and wiring 50/5 to 400/5Amps 5VA burden Current Transformer. Class 0.5 accuracy with Tape Wound ---- Complete as per Specification and as directed by the Engineer in-charge of workEach663.26663.263.0FalseNoneNoneFalseNoneFalse1989.780
3485417124597NoneCSR 2023-24 It.No 5.33Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, KVA, KWH,KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy ---- Complete as per Specification and as directed by the Engineer in-charge of workEach10991.710991.72.0FalseNoneNoneFalseNoneFalse21983.40
3485418124597NoneLUMPSUMElectrical Deposite for Power Sanction ---- Complete as per Specification and as directed by the Engineer in-charge of workLump Sum for Each35000.035000.01.0FalseNoneNoneFalseNoneFalse35000.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17204426160000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17204426160000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17204426160001NoneNoneELIGIBILITYThe 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
17204426160000NoneNoneELIGIBILITYIt 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
17204426160000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17204426410000NoneNoneELIGIBILITYBidder 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 bidder.None
17204426490000NoneNoneELIGIBILITYConditional tenders will not be accepted.None
17204426590000NoneNoneELIGIBILITYAll the formats prescribed in the bid document shall be filled by the tenderer in complete manner.None
17204426670000NoneNoneELIGIBILITYRoyalty on construction materials and other taxes will be deducted as per prevailing Govt., orders as may be modified from time to time.None
17204426740000NoneNoneELIGIBILITYAny discrepancies observed in the documents uploaded by the tenderer the tender shall liable to rejected.None
17204426800000NoneNoneELIGIBILITYEarnest Money Deposit will have to be in any one of the forms as per the instructions in the financial bid document and shall have to be valid for 90 days beyond the validity of the tender.None
17204426880000NoneNoneELIGIBILITYAll the formats prescribed in the bid documents shall be filled in complete manner. (section 2 & 3 of the bid document) and shall be uploaded properly, signed by tenderer. Necessary certificates shall be uploaded along with the formats wherever required. General documents section can be used for this purpose.None
17204426990000NoneNoneELIGIBILITYTenderers are required to read the Bid Documents carefully before submission of their bid.None
17204427060000NoneNoneELIGIBILITYIf the tenderer quotes bid price below the estimated contract value (Amount put to tender) then the tenderer has to submit the additional security deposit equal to the difference in cost and the additional security deposit should have a validity for the period of execution.None
17204427180000NoneNoneELIGIBILITYIf the numbers of page to be attached in one particular attachment is more, then all the pages can be put into one folder, zipped and then attached or else all the pages can be pasted in one word file and then this word file could be converted to PDF (portable documents format) format and then attached. (Please contract Help Desk for more assistance Phone: 080-25501216/ 25501227)None
17204427260000NoneNoneELIGIBILITYThe Contractor shall strictly take all reasonable steps to protect the environment on and off the site and to avoid damage or nuisance to persons or to property of the public or others resulting from pollution, noise or other causes arising as a consequence of his methods of operation.None
17204427370000NoneNoneELIGIBILITYMaterials like, steel, cement, bitumen etc., required for the work shall be procured by the tenderer themselves and should got tested positive by the quality control authority before use on the work.None
17204427450000NoneNoneELIGIBILITYTotal value of Civil Engineering Construction works executed in the and payments received in the last five year i.e., 2019-20, 2020-21, 2021-22,2022-23 and 2023-24.None
17204427540000NoneNoneELIGIBILITYThe Defects Liability Period is 1 (one) year from the date of completion of the work including Maintenance.None
17204427610000NoneNoneELIGIBILITYThe Tenderers are bound to furnish the original certified documents to the employer within Three days from the day of opening of technical bid for verification, failing which the bid of tenderer will be considered as technically non responsive.None
17204427700000NoneNoneELIGIBILITYRefer Special Instructions to tenderers in bid document.None
17204427870000NoneNoneELIGIBILITYThe Bidder belonging to the schedule caste shall be Domicile of the State of Karnataka for more than 10 years.None
17204427970000NoneNoneELIGIBILITYThe eligible tenderers belonging to Schedule Caste should upload Schedule Caste certificate issued by Tahasildar /competent authority and the certificate should be duly attested by Gazetted Officer.None
17204428050000NoneNoneELIGIBILITYThe concrete item rate inclusive of formworkNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneSatisfactorily completed as prime contractor, at least one any construction work of value not less than of Rs. 16.19 Lakhs (25% of the cost of the work).Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneExecuted in any one year at least one similar work, the following minimum quantities of work: Sl. No, Description of works, Quantity, 1)PCC/RCC:117.00 Cum, 2)TMT Steel:7.96 Tonnes,3)Plaster:1058.00 Sqm, 4)Painting:1467.00 Sqm, 5)Flooring/Wall Tiles:170.00 SqmPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneThe Tenderer or his identified sub contractor should possess required valid electrical license issued by competent authority for executing building electrification works and should have executed similar electrical works totaling Rs. 1.10 Lakhs in any one yearPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneThe Tenderer or his identified sub contractor should possess valid license issued by competent authority for executing water supply/sanitary engineering works and should have executed similar water supply/sanitary engineering works totaling Rs.0.50 Lakhs in any one year.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneachieved in at least one financial year a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 64.73 LakhsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneLiquid assets and /or availability of credit facilities of not less than Rs. 19.50 Lakhs (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etcFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneSC, Class III & Above KPWD Civil Contractor Registration Certificate issued from competent authority.OthersRegistration Certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Registration Certificate
NoneNoneNoneNoneTenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity( AXNX5.00- B )where A Maximum value of civil engineering works executed in any one year during the last five years 2019-20 to 2023-24 (updated to 2023-24 price level) taking into account the completed as well as works in progress. N Number of years prescribed for completion of the works for which tenders are invited. B Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 6 months (period of completion of the works for which Tenders are invited) Note: (1)The statements showing the value of existing commitments and on-going works as well as the Stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in charge, not below the rank of an Executive Engineer or equivalent.(2)Tenderer shall submit the list of Ongoing works duly certified by the Auditor/Chartered Accountant.OthersBid Capacity
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Bid Capacity
NoneNoneNoneNoneList of Minimum Key Personnel to be deployed by the contractor at site for Contract work.Sl. No. Position Qualification No. of persons 1 Site Engineer (Civil) B.E. Civil with minimum experience of 7 years in the Construction of buildings or Diploma in Civil Engineering with minimum experience of 10 years in the Construction of buildings and should have been working in permanent role of the organization for at least two years 1 (One) 2 Site Engineer (Electrical Engineer) B.E. Electrical with minimum experience of 5 years in the Construction of buildings or Diploma in Electrical Engineering with minimum experience of 10 years in the Construction of buildings and should have been working in permanent role of the organization for at least two years 1 (Two)OthersTechnical Staff
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Technical Staff
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Contractor Registration CertificateTrueTechnical Bid
Annual Turnover Certificate Certified by Chartered AccountantTrueTechnical Bid
The eligible tenderers belonging to Schedule caste should upload Schedule Caste Certificate issued by Tahasildar /competent authority and the certificate should be duly attested by Gazetted Officer.TrueTechnical Bid
The Bidder belonging to the schedule caste shall be Domicile of the State of Karnataka for more than 10 years.TrueTechnical Bid
Workdone certificate issued by the Officer not below the rank of Executive EngineerTrueTechnical Bid
Tenderer should have latest GST Registration, PAN Card in their nameTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone