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noticeInvitingTenderDTO	createdTs 1726553745586 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy RESERVED invitingStrategyText Reserved taxType INCLUSIVE_TAX tenderFee 500.00 emd 16800.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 14-10-2024 16:00:00 tenderQueryClose 09-10-2024 16:00:00 technicalBidOpen None publishedDate 27-09-2024 17:19:11 publishedByPost RDPR_EE_DIV_DWD publishedByUser KPE14140 - R M SOPPIMATH bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson R M SOPPIMATH splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08362749018 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1726553745630 version 8 createdDate None modifiedDate None tenderNumber RDPR/2024-25/BD/WORK_INDENT8672 title Constructionof New Anganawadi No2 in SC Calony of Honnapur Village in Alnavar Taluka of Dharwad District.(Honnapur Gram Panchayat) description Constructionof New Anganawadi No2 in SC Calony of Honnapur Village in Alnavar Taluka of Dharwad DistrictHonnapur Gram Panchayat category WORKS categoryText Works ecv 1579392.05 deptName Rural Development and Panchayat Raj Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 843 locationName RDPR Division Office Daharwad provisionalAmount 1600000.0 groupOverheadTotal 240924.21 fileNumber AEE/PRED/TP8/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1726553746000 0 None None Buildings Constructionof New Anganawadi No2 in SC Calony of Honnapur Village in Alnavar Taluka of Dharwad District.(Honnapur Gram Panchayat) 1338467.84 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4011970 155356 None 1.15.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth Cum 363.0 363.0 37.14 False None None False None False 13481.82 0 4011971 155356 None 2.1.3 Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 5989.0 5989.0 5.54 False None None False None False 33179.06 0 4011972 155356 None 2.23 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/ trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (footings, Plinth Beams) Cum 6336.0 6336.0 6.0 False None None False None False 38016.0 0 4011973 155356 None 2.2.3A Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/ trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Footings Centering Form work) Cum 506.88 506.88 3.89 False None None False None False 1971.7632 0 4011974 155356 None 2.2.3B Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/ trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Plinth Beams Centering Form work) Cum 3168.0 3168.0 2.11 False None None False None False 6684.48 0 4011975 155356 None 2.5.1 Providing 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Column) Cum 6630.0 6630.0 3.23 False None None False None False 21414.9 0 4011976 155356 None 2.5.1A Providing 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Column Centering Form work) Cum 4641.0 4641.0 3.23 False None None False None False 14990.43 0 4011977 155356 None 5.2 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6618.0 6618.0 18.2 False None None False None False 120447.6 0 4011978 155356 None 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m Cum 266.0 266.0 37.14 False None None False None False 9879.24 0 4011979 155356 None 1.8 Construction 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 othe appurtenaces required to complete the work. Cum 474.0 474.0 20.5 False None None False None False 9717.0 0 4011980 155356 None 6.2 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth 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 Cum 7978.0 7978.0 26.31 False None None False None False 209901.18 0 4011981 155356 None 2.1.4 Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates Cum 6217.0 6217.0 5.13 False None None False None False 31893.21 0 4011982 155356 None 2.5.1 Providing 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Lintel, Roof beams, Chajja, Kitchen, Store, Slab, Slab Septic Tank & Water Tank) Cum 6630.0 6630.0 16.12 False None None False None False 106875.6 0 4011983 155356 None 2.5.1A Providing 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering Form work For Lintel, Roof beam) Cum 3978.0 3978.0 4.21 False None None False None False 16747.38 0 4011984 155356 None 2.5.1B Providing 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering Form work for Chajja, Kitchen, Store, Slab) Cum 3315.0 3315.0 11.91 False None None False None False 39481.65 0 4011985 155356 None 2.11A Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Kg 89.46 89.46 2140.1 False None None False None False 191453.346 0 4011986 155356 None 8.4.1 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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 Sqm 323.0 323.0 73.04 False None None False None False 23591.92 0 4011987 155356 None 8.7 Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth labour, curing complete as per specifications and as per directions of Engineer-in-charge Sqm 366.0 366.0 169.18 False None None False None False 61919.88 0 4011988 155356 None 8.9 Providing 18 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including rounding off corners wherever required smooth labour, curing complete as per specifications and as per directions of Engineer-in-charge Sqm 385.0 385.0 145.29 False None None False None False 55936.65 0 4011989 155356 None 9.36 Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications Sqm 1650.0 1650.0 16.0 False None None False None False 26400.0 0 4011990 155356 None 12.12 Providing Mathi/Nandi wood 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 Cum 124202.0 124202.0 0.186 False None None False None False 23101.572 0 4011991 155356 None 12.18 Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with, stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures Sqm 6576.0 6576.0 6.3 False None None False None False 41428.8 0 4011992 155356 None 11.34A Providing 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 Kg 168.0 168.0 164.25 False None None False None False 27594.0 0 4011993 155356 None 11.5.1 Providing and fixing 1mm thick M.S. sheet with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge Sqm 4478.0 4478.0 6.57 False None None False None False 29420.46 0 4011994 155356 None 9.12.2 Providing 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 Sqm 1145.0 1145.0 52.9 False None None False None False 60570.5 0 4011995 155356 None 12.54 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge Sqm 318.0 318.0 6.3 False None None False None False 2003.4 0 4011996 155356 None 12.55.1 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges Sqm 2366.0 2366.0 3.15 False None None False None False 7452.9 0 4011997 155356 None 8.51 Providing 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 Sqm 100.0 100.0 88.16 False None None False None False 8816.0 0 4011998 155356 None 8.28 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Sqm 89.0 89.0 242.22 False None None False None False 21557.58 0 4011999 155356 None 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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 Sqm 174.0 174.0 145.29 False None None False None False 25280.46 0 4012000 155356 None 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture 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 Sqm 138.0 138.0 12.87 False None None False None False 1776.06 0 4012001 155356 None 8.84 Providing wall black boards in 12mm thick with CM 1:3 and applied with primer & two coats of acrylic emulsion black paint including finishing etc.,complete Sqm 475.0 475.0 2.16 False None None False None False 1026.0 0 4012002 155356 None 10.1.4 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For:.PVC pipes 63mm dia., 6 kg/sqcm & class 3 m 161.0 161.0 18.0 False None None False None False 2898.0 0 4012003 155356 None 13.31.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall. m 242.0 242.0 28.0 False None None False None False 6776.0 0 4012004 155356 None 13.17.4 Providing and fixing PTMT bib cock of approved quality and colour. 15 mm nominal bore, 90 mm long, weighing not less than 93 g Nos 242.0 242.0 4.0 False None None False None False 968.0 0 4012005 155356 None 14.29 Providing and fixing 100 mm sand cast Iron grating for gully trap Each 47.0 47.0 1.0 False None None False None False 47.0 0 4012006 155356 None 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Each 4884.0 4884.0 1.0 False None None False None False 4884.0 0 4012007 155356 None 14.10.2.3 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 470x420 mm bowl depth 178 mm Each 2503.0 2503.0 1.0 False None None False None False 2503.0 0 4012008 155356 None 14.28.2.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe 32 mm dia Each 92.0 92.0 2.0 False None None False None False 184.0 0 4012009 155356 None 13.53 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation Each 5642.0 5642.0 1.0 False None None False None False 5642.0 0 4012010 155356 None 1.1.1 Open Conduit System Supplying heavy gauge PVC conduit pipe 19/20mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and fixing using inverted wood plugs in case of RCC ceilling ans RCC wall/stone structure or rawl plugs in case of bricks walls and cement plastering the damaged portation using heavy guage saddles at an intervak of 700mm using NF screws Mtr 69.0 69.0 40.0 False None None False None False 2760.0 0 4012011 155356 None 1.7.2 electric sr 2023-24 Extra for groove cutting in brick wall/cc floor to the suitable depth for concealing of conduct/GI pipe and plastering finishing uo to wall surface complete uo to 50mm conduct cc floor Mtr 69.0 69.0 40.0 False None None False None False 2760.0 0 4012012 155356 None 2.1.1 ELCT SR Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm Cable confirming to the GTP, with a 6Amps flush type SP 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. GROUP A Short point upto 3Mtr from tapping point to out let via switch Point 285.0 285.0 10.0 False None None False None False 2850.0 0 4012013 155356 None 2.1.2 ELC SR Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm Cable confirming to the GTP, with a 6Amps flush type SP 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. GROUP A Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch. Point 394.0 394.0 10.0 False None None False None False 3940.0 0 4012014 155356 None 3.1.1 Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654 6Amps 2 Way. Each 128.0 128.0 10.0 False None None False None False 1280.0 0 4012015 155356 None 3.7 EL SR Supplying and fixing 32Amps security and energy saving DP switch with key tag suitable to operate on 230 Volts, 50Hz AC supply & completely wired on existing box. Each 646.0 646.0 1.0 False None None False None False 646.0 0 4012016 155356 None 1.6.1 ELEC SR Supplying and flush mounting teak wooden box without front plank, made of not less than 12mm thick wood, after due groove cutting, Finishing with necessary cement plastering complete.12"x12"x3" (300 x 300 x 76 MM) Each 120.0 120.0 5.0 False None None False None False 600.0 0 4012017 155356 None 2.3.2 ELEC SR Wiring 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 Mtr 26.0 26.0 40.0 False None None False None False 1040.0 0 4012018 155356 None 2.3.3 ELEC SR Wiring 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. Mtr 42.0 42.0 40.0 False None None False None False 1680.0 0 4012019 155356 None 2.3.4 ELC SR Wiring 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. Mtr 63.0 63.0 40.0 False None None False None False 2520.0 0 4012020 155356 None 3.8 ELEC SR Supplying 4mm thick Plastic sheet with necessary nitches for fixing switches, regulators etc., and fixing on existing wooden or metal box using N.F screws Sq CM 0.41 0.41 3500.0 False None None False None False 1435.0 0 4012021 155356 None 11.11.7 Supplying & 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, life 25000 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 5hould 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 Each 426.0 426.0 7.0 False None None False None False 2982.0 0 4012022 155356 None 6.3.2 ELEC SR Supplying 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 Each 3031.0 3031.0 2.0 False None None False None False 6062.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1726553747000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1726553747000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1726553747000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1726553747000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1726553747000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1727086858000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1727086866000 0 None None ELIGIBILITY The 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 1727086872000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection None 1727086879000 0 None None ELIGIBILITY Tender schedule will be issued against the e-Payment / NEFT / Credit Card / Debit Card / OTC. None 1727086886000 0 None None ELIGIBILITY Any damage during the progress of work, the damage cost should be beared by the contractor. None 1727086894000 0 None None ELIGIBILITY Any addition / Ommission / alteration will be reserved by the under signed None 1727086902000 0 None None ELIGIBILITY Tender processing fee will not be refundable or exchangeable in case of cancellation of tender None 1727086909000 0 None None ELIGIBILITY Contractor should made an agreement within 20 days of tender acceptance date and work should be carried out with in the 1 week time after agreement. If not tender will be cancelled at the contractors own risk and cost None 1727086922000 0 None None ELIGIBILITY Security deposit for an amount equivalent to 5% of the contract price shall be deducted in every running bill. However, in case of 1st & final bill the entire security deposit will be deducted from the final bill. None 1727086931000 0 None None ELIGIBILITY Acceptence / Cancellation of the tenders are reserved by under signed without any reasons for the same None 1727086939000 0 None None ELIGIBILITY The work should be carried out in accordance with the standard specifications specified by the department. The defect liability period for all these works shall not be less than 1 year & the contrator shall have to give guarantee for 1 year maintanance. None 1727086947000 0 None None ELIGIBILITY The rates quoted by contractor shall include for structural design & drawing duly certified by the competent authority. The Tenderer whose tender is accepted shall furnish withing 15 days the structural design & drawings in 3 sets for scrutining to the competent authority. The contractor shall furnish 3 sets of design & drawings (approved) to the Engineer-in-charge and keep one set at site of work. The safe bearing capacity shall be got tested before submission of the drawings. None 1727086956000 0 None None ELIGIBILITY If the rates quoted by the Contractor is lesser than the amount put to tender, the difference cost should be paid by the contractor, through DD / FDR / NSC in the favour of Executive Engineer at the time of Agreement None 1727086963000 0 None None ELIGIBILITY The Contractor shall quote the rates without adding GST for either materials or works contract Service. GST payable by the Contractor under this works contract will be paid to the contractor seperately over the contractors bid amount as per Govt order No PWD 65 RDF 2017,dtd:11-10-2018 None 1727086983000 0 None None ELIGIBILITY Contractor should obey with the above conditions in addition to the KW-1. None 1727086995000 0 None None ELIGIBILITY Liquid assets and /or availability of credit facilities of not less than Rs 4.02 lakhs (30% of amount put to tender) (Credit lines/ letter of credit/ certificates from Nationalized banks for meeting the fund requirement etc.) for particularly this work only. (Unconditional) in given format None 1727087003000 0 None None ELIGIBILITY To qualify for award of this contract each tenderer in his name should have in the last five years period (i.e., 2019-20 to 2023-24) Turnover Certificate obtained from Charted Accountant and achieved in at least One financial years an average Annual Financial Turnover (in all classes of civil Engineering construction works only) of Rs. 13,38,467.84 (usually not less than the estimated cost under this contract. None 1727087010000 0 None None ELIGIBILITY In last five years (i.e., 2019-20 to 2023-24) Satisfactorily completed as a prime contractor for at least one civil work done 25% of the cost of the work i.e., not less than the amount Rs 3.35 lakhs, certificate issued from the rank of Executive Engineer and above for the same should be furnished by the contractor. None 1727087027000 0 None None ELIGIBILITY To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e. 2019-20 to 2023-24 Executed in any one year, the following minimum 80% quantities of work in last five years 1) Earth work / Filling/ Embankment- 75.83 Cum, 2) RCC/PCC-28.82 Cum,3) Steel-1712.08 Kg, 4) BMM-21.05 Cum, 5) Plastering- 310.01 Sqm, 6) UCR- 14.56 cum None 1727087044000 0 None None ELIGIBILITY Only contractor belongs to scheduled Caste (SC) category and resident of Karnataka State for more than 10 years should participate in tender along with caste Certificate and Domicile Certificate issued by competent authority which should be upload. None 1727087052000 0 None None ELIGIBILITY Tenderer should upload scheduled Caste (SC) Certificate obtained from competent authority. None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Contractor should upload KPWD renewal registration copy. True Technical Bid To qualify for award of this contract, each Tenderer in its name should have in the last five years That is. 2019-20 to 2023-24 Executed in any one year, the following minimum 80 Percent quantities of work in last five years 1. Earth work / Filling/ Embankment- 75.83 Cum, 2. RCC/PCC-28.82 Cum, 3. Steel-1712.08 Kg, 4. BMM-21.05 Cum, 5. Plastering- 310.01 Sqm, 6. UCR- 14.56 cum True Technical Bid To qualify for award of this contract each tenderer in his name should have in the last five years period ie 2019-20 to 2023-24 Turnover Certificate obtained from Charted Accountant and achieved in at least One financial years an average Annual Financial Turnover in all classes of civil Engineering construction works only of Rs. 13,38,467.84 with usually not less than the estimated cost under this contract with UDIN Number. True Technical Bid Any one work done 25 perc of the cost of the work not less than the amount Rs.3.35 lakhs. True Technical Bid Liquid assets and or availability of credit facilities of not less than Rs.4.02 lakhs for particularly this work only. Unconditional in given format only. True Technical Bid The contractor should scan the GST Certificate True Technical Bid The contractor should scan the PAN card and contact details True Technical Bid Calculation sheet of Bidder Capacity AxNX5-B True Technical Bid Contractors Postal address and Mobile No True Technical Bid Only contractor belongs to scheduled Caste -SC category-SC and resident of Karnataka State for more than 10 years should participate in tender along with caste Certificate and Domicile Certificate issued by competent authority which should be uploaded True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None