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noticeInvitingTenderDTO	createdTs 1724751045179 version 7 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 495910.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 06-09-2024 17:30:00 tenderQueryClose 03-09-2024 17:00:00 technicalBidOpen 09-09-2024 11:00:00 publishedDate 28-08-2024 13:17:37 publishedByPost KKRTC_EE_HOFF_KLB publishedByUser KPE11172 - CHANNAN BORAIAH bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 05-09-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Channana Boraiah 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 8472220663 mobileNumber 7760992033 tenderSupplierList None
tenderSchedule	createdTs 1724751045213 version 12 createdDate None modifiedDate None tenderNumber KKRTC/2024-25/BD/WORK_INDENT146 title Construction of New Ultra Modern Bus Station at Hulsur Dist Bidar (Call-2) description Construction of New Ultra Modern Bus Station at Hulsur Dist Bidar (Call-2) category WORKS categoryText Works ecv 40000000.00 deptName Kalyana Karnataka Road Transport Corporation status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 5935 locationName Kalyana Karnataka Road Transport Corporation Head Office Kalburgi provisionalAmount 40000000.0 groupOverheadTotal 6939356.68 fileNumber KKRTC/EEG/KLB/DB/T/445/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1724751045000 0 None None Buildings Construction of New Ultra Modern Bus Station at Hulsur Dist Bidar (Call-2) 33060643.32 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3864178 147982 None code01 SRP. Vol.II (163/19.3) Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer.in.charge Cum 2547.3 2547.3 53.78 False None None False None False 136993.794 0 3864179 147982 None code02 SRP. Vol.II (163/19.12.1)Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer. in.charge. Cum 252.0 252.0 0.66 False None None False None False 166.32 0 3864180 147982 None code03 SRP. Vol.II (163/19.13.2)Taking out doors, windows and clerestory window shutters (steel or wood) including stacking to the appropriate disposal area as per direction of Engineer.in.charge Sqm 129.15 129.15 4.2 False None None False None False 542.43 0 3864181 147982 None code04 SRP. Vol II (163/19.10.2) Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer.in.charge. in cement morter Cum 1051.05 1051.05 126.68 False None None False None False 133147.014 0 3864182 147982 None code05 Earth 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 perdrawing 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.SRP. Vol.I (8/1.14.1) Depth exceeding 1.5 m, but not exceeding 3 m.In all kinds of soils Depth upto 3 m Cum 107.1 107.1 1295.39 False None None False None False 138736.269 0 3864183 147982 None code06 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.SRP. Vol.I (8/1.15.1) 1 In ordinary/soft rock without blasting upto 1.5 m depth Cum 381.15 381.15 180.49 False None None False None False 68793.7635 0 3864184 147982 None code07 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 other appurtenaces required to complete the work. SRP. Vol.I (7/1.8) Cum 497.7 497.7 1125.0 False None None False None False 559912.5 0 3864185 147982 None code08 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub.base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. SRP. Vol.III (24/4.27) Cum 2686.95 2686.95 150.0 False None None False None False 403042.5 0 3864186 147982 None code09 Construction of dry lean cement concrete Sub. base over a prepared sub.grade with coarse and fine aggregate conforming to IS. 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15.1, aggregate gradation after blending to be as per table 600.1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8.10 t vibratory roller, finishing and curing.SRP. Vol.III (43/6.1)complete in C.C. 1.6.12 prop ) Cum 5166.0 5166.0 150.0 False None None False None False 774900.0 0 3864187 147982 None code10 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 requiredcomplete the work as pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately).SRP. Vol.I (15/2.1.2) Mix 1.4.8( M7.5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 189.1 False None None False None False 1124615.52 0 3864188 147982 None code11 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.SRP. Vol.I (7/1.9) Cum 279.3 279.3 522.27 False None None False None False 145870.011 0 3864189 147982 None code12 KSRB 2.3 . Filling (new earth )Refilling available earth around trenches/pipelines, cables in layersnot exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m .Including cost of all labour complete as per specifications.SRP. Vol.I (7/1.11) Cum 441.0 441.0 980.18 False None None False None False 432259.38 0 3864190 147982 None code13 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, costof all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately).SRP. Vol.I (17/2.4.1) Mix 1.2.4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 6724.2 6724.2 16.5 False None None False None False 110949.3 0 3864191 147982 None code14 Providing 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).SRP. Vol.I (15/2.2.3) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates SRP 115/1 (Foundation upto plinth (a) Isolated) Cum 7185.02 7185.02 121.36 False None None False None False 871974.0272 0 3864192 147982 None code15 Providing 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).SRP. Vol.I (15/2.2.1) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates SRP 115/1 (Foundation upto plinth (a) Isolated) Cum 7129.46 7129.46 65.42 False None None False None False 466409.2732 0 3864193 147982 None code16 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).SRP. Vol.I (17/2.5.2) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates SRP 115/8 (Column & Piers as per corrigendum.3) Cum 12214.76 12214.76 39.79 False None None False None False 486025.3004 0 3864194 147982 None code17 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).SRP. Vol.I (17/2.5.1) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates SRP 115/8 (Column & Piers as per 3rd Corrigendum.3) Cum 11834.55 11834.55 33.07 False None None False None False 391368.5685 0 3864195 147982 None code18 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).SRP. Vol.I (17/2.5.2) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates SRP 115/8 (Plinth beams of Building as per corrigendum.3) Cum 10777.73 10777.73 38.36 False None None False None False 413433.7228 0 3864196 147982 None code19 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).SRP. Vol.I (17/2.5.2) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates SRP 115/12 (Beam and Lintel of Building as per corrigendum.3) Cum 11496.24 11496.24 82.73 False None None False None False 951083.9352 0 3864197 147982 None code20 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).SRP. Vol.I (17/2.5.1) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 11138.4 11138.4 14.05 False None None False None False 156494.52 0 3864198 147982 None code21 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).SRP. Vol.I (17/2.5.2) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates SRP 116/13 (Roof (Straight & Arched as per corrigendum 3) Cum 10777.73 10777.73 240.3 False None None False None False 2589888.519 0 3864199 147982 None code22 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).SRP. Vol.I (17/2.5.1) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates SRP 116/13 (Roof (Straight & Arched as per 3rd Corrigendum) Cum 10442.25 10442.25 65.21 False None None False None False 680939.1225 0 3864200 147982 None code23 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).SRP. Vol.I (17/2.5.2) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates SRP 116/20 (Chejjas,canopy & other Arch Projection of minor section) Cum 10418.47 10418.47 0.49 False None None False None False 5105.0503 0 3864201 147982 None code24 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).SRP. Vol.I (17/2.5.1) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7657.65 7657.65 62.03 False None None False None False 475004.0295 0 3864202 147982 None code25 Construction of M40 grade un.reinforced,Cement Concrete Pavement with OPC/PPC/PSC dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3, coarse and fine aggregate conforming to IS 383.2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing SRP. Vol.III (43/6.2) Cum 9514.05 9514.05 300.0 False None None False None False 2854215.0 0 3864203 147982 None code26 Providing 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 ressed 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.SRP. Vol.II (106/12.57.4) 35 mm thick Both side teak Sqm 4758.6 4758.6 16.38 False None None False None False 77945.868 0 3864204 147982 None code27 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.SRP. Vol.II (100/12.12) Cum 130412.1 130412.1 0.42 False None None False None False 54773.082 0 3864205 147982 None code28 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. SRP. Vol.II (105/12.54) Rmtr 333.9 333.9 17.1 False None None False None False 5709.69 0 3864206 147982 None code29 VOL II SRP 106/12.55.1 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 (both side prelam) Sqm 2484.3 2484.3 4.73 False None None False None False 11750.739 0 3864207 147982 None code30 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.SRP. Vol.II (85/11.34A) Kg 176.4 176.4 978.83 False None None False None False 172665.612 0 3864208 147982 None code31 Providing 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.SRP. Vol.II (14/6.8) Cum 8367.45 8367.45 124.59 False None None False None False 1042500.5955 0 3864209 147982 None code32 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix .1.4 (1 cement. 4 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. SRP. Vol.II (41/8.2.1) Sqm 309.75 309.75 1165.55 False None None False None False 361029.1125 0 3864210 147982 None code33 Providing 12 mm cement plaster with cement mortar 1.4 (1 cement.4 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. SRP. Vol.II (41/8.1.1) Sqm 267.75 267.75 730.6 False None None False None False 195618.15 0 3864211 147982 None code34 Providing 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. Powder coated aluminium (minimum thickness of powder coating 50 micron) including cost of materials, labour, usage charges of machinery complete as per specifications.SRP.Vol.II (11.35.1.2/86) Kg 513.45 513.45 83.25 False None None False None False 42744.7125 0 3864212 147982 None code35 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer.in.charge . (Cost of aluminium snap beading shall be paid in basic item).With float glass panes of 5 mm thickness (weight not less than 12.50 kg/m²) including cost of materials, labour, usage charges of machinery complete as per specifications.SRP.Vol.II (11.37.2/82) Sqm 1229.55 1229.55 14.58 False None None False None False 17926.839 0 3864213 147982 None code36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing,polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners,stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer.in. charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer.in.Charge.SRP. Vol.II (83/11.28) Kg 593.25 593.25 124.74 False None None False None False 74002.005 0 3864214 147982 None code37 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1.6, 20 mm thick, and joints finished with cement mortar 1.3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. SRP. Vol.II (64/9.30) Sqm 5594.4 5594.4 375.9 False None None False None False 2102934.96 0 3864215 147982 None code38 Providing and laying Polished Glazed Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08Percentage and conforming to IS.15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming (Payment for grouting of joints to be made separately). SRP. Vol.II (62/9.22.2)Size of Tile 600x600 mm Sqm 1392.3 1392.3 148.38 False None None False None False 206589.474 0 3864216 147982 None code39 Flooring with 25mm thick polished tandur blue stone 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.SRP. Vol.II (64/9.34) Sqm 1622.25 1622.25 74.2 False None None False None False 120370.95 0 3864217 147982 None code40 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc.complete as per design approved by Engineer.in.charge. SRP. Vol.II (69/10.2) Rmtr 344.4 344.4 67.88 False None None False None False 23377.872 0 3864218 147982 None code41 Providing Thermo.Mechanically Treated bars of grade Fe.500D or more Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) SRP. Vol.I (18/2.11/a) Kg 93.92 93.92 58674.33 False None None False None False 5510693.0736 0 3864219 147982 None code42 Supplying, fitting and placing un.coated Mild steel reinforcement complete in foundation as per drawing and technical specification. SRP. Vol.I (18/2.12) Kg 77.4 77.4 11250.0 False None None False None False 870750.0 0 3864220 147982 None code43 Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer.in.Charge.SRP. Vol.II (75/11.1) Kg 111.3 111.3 4866.75 False None None False None False 541669.275 0 3864221 147982 None code44 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer.in.charge) 0.50 mm (+ 0.05 Percentage) total coated thickness with zinc coating 120 grams per m2 as per IS. 277, in 240 mpa steel grade, 5.7 microns epoxy primer on both side of the sheet and polyester top coat 15.18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer.in.charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces,excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. SRP. Vol.II (26/7.38) Sqm 596.4 596.4 286.22 False None None False None False 170701.608 0 3864222 147982 None code45 Providing and fixing of Aluminium composite panel of approved make and colour for wall cladding for Brick/Rcc/stone walls & coloumns/beams with necessary aluminium frame works at required level made out of 50x25x4mm C section or equivalent. The panel should consist of 3mm thick non.halogenated FR grade mineral based polymer ( 2hrs fire resistance as per ASTM E119.12 and clause B, S1, do as per ENT 13501.1sandwiched between 0.50 skins thick aluminium sheet making a total panel thickness of 4mm. The surfaces will be finished with PVDF based coating on topsides and service coating on reverse sides would be in polyester paint. The system shall be fixed using GI brackets, aluminium L cleats and stainless steel bolts and nuts complete with spring washer and cap nuts and all other necessary accessories,sealing shall be done with necessary rods etc., complete SRP. Vol.II (71/10.15.1) Sqm 4188.45 4188.45 25.46 False None None False None False 106637.937 0 3864223 147982 None code46 Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part.III). The Suspended System held with Spider Fittings of SS.316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS. 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ eams by means of SS. 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi.metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval fromstructural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts,washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glasspanel inside the SS channel shall be measured.SRP. Vol.II (160/18.7) Sqm 8349.6 8349.6 10.91 False None None False None False 91094.136 0 3864224 147982 None code47 KSRB 7.15 .Providing , fabricating, assembling and fixing in position anodized aluminum partions using aluminium section of mat finish or glassy finish in combination of plain grove, single groove, single grove and double grove as per requirements for the frames of overall size 63.5mmx38.1mm. with thickness of 2 mm having section weight, plain sections. 1.054 kg/m, single grove thickness 1.95mm section weight. 1.094kg/m and bottom member 114.3mm x 44.45mm thickness 3.18mm weight 2.646 kg/m aluminium louvers section of size 36.5mmx34.93mm 1.45mm thick section weight 0.429kg/m bottom prortion provided with 12mm thick prelaminated sheet both sides of approved portion viz., 0.9m to 2.13m and top panel with louvers sections; the glass and panels fitted wtih glazing clips of 19mm x 17.3mm of thickness 0.9mm weight 0.13 and top panel with louvers sections; the glass and panels fitted with glazing clips of 19mmx 17.3mm of thickness 0.9mm weight 0.124kg/m aluminium setions anodised 12 to 15 microns, sections treated for removal of any rust and prevention of further rust formation, coated with greasy materials for non adherence of mortars or any other sticky materials ; vertical members embedded in the flooring by making suitable sized holes and fixing with cement mortar, with necesary opening for fixing of door of standard size ( excluding cost of door ) all the frame throughly cleaned, free from rust , scale of dirt including cost of materials, fixtures, labour and HOM of machinery complete as per specification SRP 38/7.15.2 ( Powder Coated ) Sqm 3432.0 3432.0 6.48 False None None False None False 22239.36 0 3864225 147982 None code48 Constructing brick maconary inspection chamber of internal dimention 600 X 450 mm, and depth of 600mm ( Inner dimension ) with modular bricks of class designation 75 in Cm 1.6 bed concrete 150mm thick with 1.3.6 with plastering 12 mm thick with CM 1.4.CC 1.2.4 cooping 75mm thick for fixing CI cover & frame etc.(excluding cost of CI frame & cover). SRP. Vol.V 16.9/191 Each 5030.55 5030.55 3.0 False None None False None False 15091.65 0 3864226 147982 None code49 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984.2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will makehis own arrangements for procuring water for testing) etc.Note. Upto 110mm dia Coil shall be used. SRP. Vol.V 94/9.1.4 Rmtr 492.45 492.45 290.0 False None None False None False 142810.5 0 3864227 147982 None code50 Supplying 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 andspecials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for. PVC pipes 110mm dia., 6 kg/sqcm & class 3 SRP. Vol.V 113/10.1.7) Rmtr 431.55 431.55 100.0 False None None False None False 43155.0 0 3864228 147982 None code51 Supplying, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651.1992,IS 4127 with latest amendments, including conveying to work site,caulking with hemp dipped in tar and jointing with CM 1.1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing.150 mm dia. pipes SRP. Vol.V 187/16.1.2 Rmtr 610.05 610.05 70.0 False None None False None False 42703.5 0 3864229 147982 None code52 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.SRP. Vol.II (50/8.51) Sqm 105.0 105.0 1061.87 False None None False None False 111496.35 0 3864230 147982 None code53 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade .New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer.in.charge. SRP. Vol.II (45/8.25) Sqm 143.85 143.85 1061.87 False None None False None False 152749.9995 0 3864231 147982 None code54 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.. (Apex Paint) SRP. Vol.II (45/8.28) Sqm 93.45 93.45 1449.83 False None None False None False 135486.6135 0 3864232 147982 None code55 Providing and placing on terrace ( at all floor levels ) polyethylene water storage tanks,IS . 12701 marked,with cover and suitable locking arrangement and making necessary holes for for inlet,oulet and overflow pipes but without fittings and the base support for tank. SRP. Vol.II (12/13.34) Ltr 9.45 9.45 2000.0 False None None False None False 18900.0 0 3864233 147982 None code56 Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes having thermal stability for hot and cold water supply incl all CPVC plain & brass threaded fittings. This incl jointing of pipes and fittings with one step CPVC solvent cement,trenching,refilling and testing of joints complete 50mm dia as pe direction of Engineer in charge External work SRP. Vol.II (11/13.33.6) 40 mm Rmtr 500.85 500.85 100.0 False None None False None False 50085.0 0 3864234 147982 None code57 25 mm Rmtr 310.8 310.8 90.0 False None None False None False 27972.0 0 3864235 147982 None code58 20 mm Rmtr 227.85 227.85 80.0 False None None False None False 18228.0 0 3864236 147982 None code59 15 mm Rmtr 174.3 174.3 75.0 False None None False None False 13072.5 0 3864237 147982 None code60 White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap SRP. Vol.II (133/14.7.7) No 2203.95 2203.95 2.0 False None None False None False 4407.9 0 3864238 147982 None code61 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. SRP. Vol.II (126/14.13.2) No 2447.55 2447.55 2.0 False None None False None False 4895.1 0 3864239 147982 None code62 Providing 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 black solid plastic seat and lid. SRP. Vol.II (123/14.3.2) No 6095.25 6095.25 2.0 False None None False None False 12190.5 0 3864240 147982 None code63 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS . 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required .VOL II 124/14.5.1 No 9074.1 9074.1 3.0 False None None False None False 27222.3 0 3864241 147982 None code64 Providing and fixing white vitreous china water closet squatting pan (Indian type) Long pattern W.C. pan of size 580 mm SRP. Vol.II (126/14.13.1) No 1499.4 1499.4 3.0 False None None False None False 4498.2 0 3864242 147982 None code65 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing SRP Vol.II (128/14.32.3) No 1119.3 1119.3 2.0 False None None False None False 2238.6 0 3864243 147982 None code66 Providing and fixing C I Nahani trap of approved make confirming to ISI specifications and construction of cistern in CC 1.2.4 as per directions (Inclusive of cost of materials and fixtures) 12.5 cms x 7.5 cms SRP 90 / 12.113.2 No 285.0 285.0 5.0 False None None False None False 1425.0 0 3864244 147982 None code67 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete. 15 mm nominal bore SRP. Vol.II (117/13.5.1) No 310.8 310.8 8.0 False None None False None False 2486.4 0 3864245 147982 None code68 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) 40 mm nominal bore SRP. Vol.II (117/13.4.3) No 737.1 737.1 2.0 False None None False None False 1474.2 0 3864246 147982 None code69 Providing and fixing brass stop cock of approved quality 15 mm nominal bore SRP. Vol.II (115/13.3.1) No 313.95 313.95 10.0 False None None False None False 3139.5 0 3864247 147982 None code70 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation com plete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS. 4454 . part 1 and M.S. top cover of required thickness for rolling shutters. 80x0.90 mm M.S. laths with 0.90 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer.in.Charge.SRP. Vol.II (76/11.6.3) Sqm 2388.75 2388.75 101.84 False None None False None False 243270.3 0 3864248 147982 None code71 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS . 15622, of approved make, in all colours, shades, except White,Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1.4 (1 Cement . 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. SRP. Vol.II (60/9.11) Sqm 933.45 933.45 9.56 False None None False None False 8923.782 0 3864249 147982 None code72 Providing skirting, dadooing, rises of steps with white 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. SRP. Vol.II (65/9.38) Sqm 1461.6 1461.6 20.25 False None None False None False 29597.4 0 3864250 147982 None code73 Providing, laying & fixing cement base, precast, pre polished cement concrete, designer tiles 25mm thick conforming to IS 1237 heavy duty tiles for flooring, treads of steps and landing, laid on a bed of 12mm thick cement mortar 1.3 mis finished with flush pointing using white cement, including cost of materials, mortar, including cutting, griding the edge to half/full round wherever required, labour, curing complete as per specification.SRP. Vol.II (65/9.40) Sqm 978.6 978.6 79.88 False None None False None False 78170.568 0 3864251 147982 None code74 Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M .30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer.in.charge.SRP. Vol.II (63/9.25) Sqm 840.0 840.0 162.12 False None None False None False 136180.8 0 3864252 147982 None code75 Providing and fixing of wall cladding using 20mm thick gang saw water cut Shiva gold granite, grey granite in CM 1.3 (1 cement . 3 coarse sand) proportion cut to required shape, pattern with paper joints, finished with cement mortal using white cement and colour pigments to match the colour of slab making through jointing with sealant, making holes 25mmx12mm grooves in joints including cost of all materials, mortar, labour, curing etc., complete.SRP. Vol.II (72/10.18) Sqm 3526.95 3526.95 32.0 False None None False None False 112862.4 0 3864253 147982 None code76 Supplying and fixing MS Chairs & 3 seater of approved qulaity including fixing in flooring drilling to the suitable holes grouting complete as per direction of Engineer in charge of work complete as per specifications with all lead and lift. (Approved rate) No 5500.0 5500.0 30.0 False None None False None False 165000.0 0 3864254 147982 None code77 Hydraulic Excavator of 0.9 m3 bucket (J.C.B excavator) Levelling the ground SRP. Vol.I (A.45/50) Hour 1417.5 1417.5 8.0 False None None False None False 11340.0 0 3864255 147982 None code78 KSRB 5.4.3 . Providing and constructing granite / trap / basalt size stone masonry in superstructure with cement mortar 1.6 edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labours, curing complete as per specifications. SRP. Vol.II (9/5.4) (AVAILABLE STONE) Cum 5238.45 5238.45 132.63 False None None False None False 694775.6235 0 3864256 147982 None code79 KSRB 5.4.3 . Providing and constructing granite / trap / basalt size stone masonry in superstructure with cement mortar 1.6 edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labours, curing complete as per specifications. SRP. Vol.II (9/5.4) Cum 6708.45 6708.45 29.2 False None None False None False 195886.74 0 3864257 147982 None code80 Providing Flush/ Ruled pointing. Pointing on stone work with cement mortar 1.3 (1 cement . 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labur, curing as B61er specifications and as per directions of Engineer.in.charge. SRP. Vol.II (44/8.19.1) Sqm 267.75 267.75 719.23 False None None False None False 192573.8325 0 3864258 147982 None code81 Stone Work ( Machine cut edges ) for wall lining etc,( Veneer work) upto 10 mtr height backing filled with a grout of average 12mm thick cement motar 1.3 ( 1 cement . 3 coarse sand) including pointing in white cement mortar 1.2 ( 1 white cement . 2 stone dust) with an admixture of pigment matching the stone shade ( to be secured to the backing and the sides by means of cramps and pins which shall be paid for seperately) white sand stone exposed face fine dressed with rough 30mm thick ( SRP 121/7.23.3.5 )(CSR) ( approved in Developmental works in Sedam Bus Station ) Sqm 2962.05 2962.05 35.0 False None None False None False 103671.75 0 3864259 147982 None code82 Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS. 2062, placed symmetrical to centre line of the JOint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, including cost of materials, labour, HOM complete as per specifications, all as specified in clause 2600.4 MORTH Specification No. 2604 SRP 31.1( 18.19 SR) Rmtr 1253.7 1253.7 100.0 False None None False None False 125370.0 0 3864260 147982 None code83 Providing 12 mm cement plaster 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..SRP. Vol.II(41/8.4.2)) Sqm 327.6 327.6 150.0 False None None False None False 49140.0 0 3864261 147982 None code84 Korean truff (Bijapur BS Approved Rate) Sqm 175.0 175.0 50.0 False None None False None False 8750.0 0 3864262 147982 None code85 Providing & supplying of plants from forest department of plants size 14feet x 20feet with supporting guard stick including transportation loading unloading placeing the plants in pits of 1 Mtr x 1 Mtr x 1 Mtr of size pits and refiling of required quantity and watering etc., complete. Each 100.0 100.0 50.0 False None None False None False 5000.0 0 3864263 147982 None code86 Providing patti allround compound wall etc, with CM 1.3 and finished as per design and specification including scafolding etc, complete. Patti 10cm wide and 10 mm thick. Rmtr 11.88 11.88 599.36 False None None False None False 7120.3968 0 3864264 147982 None code87 Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth,including over burden upto 20M, fixing ofcasing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes,collars and caps etc.) for SRP. Vol.V 139/12.2 Borewell depth of 0 to 50 m Rmtr 324.45 324.45 60.0 False None None False None False 19467.0 0 3864265 147982 None code88 Borewell depth of 50 to 100 m Rmtr 406.35 406.35 30.0 False None None False None False 12190.5 0 3864266 147982 None code89 Borewell depth of 100 to 150 m Rmtr 432.6 432.6 60.0 False None None False None False 25956.0 0 3864267 147982 None code90 Supplying 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 andspecials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for. PVC pipes 160mm dia., 6 kg/sqcm & class 3 SRP. Vol.V 134/1.9) Rmtr 628.95 628.95 20.0 False None None False None False 12579.0 0 3864268 147982 None code91 Supplying 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 andspecials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for. PVC pipes 140mm dia., 6 kg/sqcm & class 3 SRP. Vol.V 113/10.1.8) Rmtr 613.2 613.2 40.0 False None None False None False 24528.0 0 3864269 147982 None code92 Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE. 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M . 15Percentage, b) Above 30 M . 30Percentage (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/. is to be deducted for Dry Borewell towards yield test. 5 O050A Cleaning of borewells including yield.VOL.V 139/12.2 Each 5288.0 5288.0 1.0 False None None False None False 5288.0 0 3864270 147982 None Elecl code93 SRP.1.2 Concealed Conduit SystemSupplying heavy gauge PVC conduit pipe 25 mm dia 2 .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 necessary25mm dia 2mm thick 1.2.2 Mtr 81.9 81.9 600.0 False None None False None False 49140.0 0 3864271 147982 None Elecl code94 SRP. 1.3.2 -Supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.25mm dia 2mm thick Mtr 82.95 82.95 360.0 False None None False None False 29862.0 0 3864272 147982 None Elecl code95 1.1.2 Open Conduit System.Supplying heavy gauge PVC conduit pipe …….dia .......mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc., and fixing using inverted wood plugs in case of RCC ceiling and RCC wall / stone structureor rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.25mm dia 2mm thick Mtr 85.05 85.05 80.0 False None None False None False 6804.0 0 3864273 147982 None Elecl code96 SRP.2.3.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. 1.5 sqmm 2.3.2 Mtr 27.3 27.3 1600.0 False None None False None False 43680.0 0 3864274 147982 None Elecl code97 Do- 2.5 sqmm (P6/2.3.3) Mtr 44.1 44.1 1400.0 False None None False None False 61740.0 0 3864275 147982 None Elecl code98 Do- 4sqmm (P6/2.3.4) Mtr 66.15 66.15 600.0 False None None False None False 39690.0 0 3864276 147982 None Elecl code99 Do- 6sqmm (P6/2.3.5) Mtr 96.6 96.6 500.0 False None None False None False 48300.0 0 3864277 147982 None Elecl code100 Do- 10sqmm (P6/2.3.6) Mtr 175.35 175.35 120.0 False None None False None False 21042.0 0 3864278 147982 None Elecl code101 Do- 16sqmm(P6/2.3.7) Mtr 333.9 333.9 120.0 False None None False None False 40068.0 0 3864279 147982 None Elecl code102 SRP.2.2.1.Point wiring using Copper wire without switch.Supplying 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 upto 3Mtr from tapping point to out let via switch box No 282.45 282.45 18.0 False None None False None False 5084.1 0 3864280 147982 None Elecl code103 Do- Medium point above 3 Mtr upto 6Mtr from tapping point to outlet via switch box. (P5/2.2.2) No 397.95 397.95 25.0 False None None False None False 9948.75 0 3864281 147982 None Elecl code104 Do- Long point above 6 Mtr upto 10Mtr from tapping point to outlet via switch box. (P5/2.2.3) No 582.75 582.75 40.0 False None None False None False 23310.0 0 3864282 147982 None Elecl code105 Supplying 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.1-3Way 3.4.1 No 144.9 144.9 20.0 False None None False None False 2898.0 0 3864283 147982 None Elecl code106 Do- 4-5way (P15/3.4.3) No 185.85 185.85 15.0 False None None False None False 2787.75 0 3864284 147982 None Elecl code107 Do-6 way (P15/3.4.4) No 231.0 231.0 20.0 False None None False None False 4620.0 0 3864285 147982 None Elecl code108 Do-10-12 way (P15/3.4.6) No 334.95 334.95 40.0 False None None False None False 13398.0 0 3864286 147982 None Elecl code109 Do-18 way (P15/3.4.8) No 425.25 425.25 4.0 False None None False None False 1701.0 0 3864287 147982 None Elecl code110 Supplying 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.1 to 3 Module 3.5.1 No 143.85 143.85 20.0 False None None False None False 2877.0 0 3864288 147982 None Elecl code111 Do- 4 mod (P16/3.5.3) No 183.75 183.75 15.0 False None None False None False 2756.25 0 3864289 147982 None Elecl code112 Do- 6 Module (P16/3.5.4) No 245.7 245.7 20.0 False None None False None False 4914.0 0 3864290 147982 None Elecl code113 Do-10-12 Module (P16/3.5.6) No 361.2 361.2 40.0 False None None False None False 14448.0 0 3864291 147982 None Elecl code114 Do-18 Module (P16/3.5.8) No 479.85 479.85 4.0 False None None False None False 1919.4 0 3864292 147982 None Elecl code115 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps one way Switch 3.6.1 No 107.1 107.1 280.0 False None None False None False 29988.0 0 3864293 147982 None Elecl code116 Do- 6Amps 3 way socket (P16/3.6.3) No 179.55 179.55 24.0 False None None False None False 4309.2 0 3864294 147982 None Elecl code117 Do- modular stepped fan regulator (P16/3.6.4) No 374.85 374.85 12.0 False None None False None False 4498.2 0 3864295 147982 None Elecl code118 Do- 16Amps one way switch (P16/3.6.7) No 189.0 189.0 11.0 False None None False None False 2079.0 0 3864296 147982 None Elecl code119 Do- 6/16 Amps universal socket (P16/3.6.10) No 247.8 247.8 11.0 False None None False None False 2725.8 0 3864297 147982 None Elecl code120 Supplying and fixing Fan box with round hook (P3/1.13) No 122.85 122.85 12.0 False None None False None False 1474.2 0 3864298 147982 None Elecl code121 Supplying PVC/GI flexible conduit pipe…mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely 25mm 1.9.2 Mtr 23.1 23.1 60.0 False None None False None False 1386.0 0 3864299 147982 None Elecl code122 Supplying of ......feet - PVC Batten with integrated LED tube .....W with high quality diffuser with Life of 25000 burning hours & 70percentage lumen maintenance with CRI more than 80. Power Input. 220-240V @ 50/60Hz & Power factor more than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.11.3.2 LED light fighting 1 x4feet- 20/22 w No 724.5 724.5 40.0 False None None False None False 28980.0 0 3864300 147982 None Elecl code123 11.5.3. Supply of round/square recess/surface mounted rolling type LED Down light with .......W GU 10 LED Lamp Rib Fabricated from Die cast aluminium with white powder coated prewired to mains connector & has swiveling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70percentage lumen maintenance with CRI more than 80. Power Input. 220-240V @ 50/60Hz & Power factor more than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 15-18W No 1390.2 1390.2 5.0 False None None False None False 6951.0 0 3864301 147982 None Elecl code124 Supplying of recess mounting non integral type ........LED ...... W luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded fase ceiling clamps, Power LEDs with CCT 6500 degree K, CRImore than 70percentage. Efficacy more than100 lumen per watt, 120degree beam spread, lifemore than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF more than 0.95, power loss should Less than 5percentage of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, , THD less than 20percentage, 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.LED modular down light 2feetx2feet / 1feet x 4feet 34 -36watt 12.6.2 No 4780.65 4780.65 15.0 False None None False None False 71709.75 0 3864302 147982 None Elecl code125 11.8.4 Supply of LED Streetlight luminaire 90 watt 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 70percentage, maximum light intensity should be between 60 degrees to 70 degrees. CCT more than 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire more than IK08. Power Factor more than0.9 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 Efficiencymore than130lm/w, nominal CRI more than75. 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 90 Watts No 9303.0 9303.0 20.0 False None None False None False 186060.0 0 3864303 147982 None Elecl code126 6.3.1..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. No 3133.2 3133.2 10.0 False None None False None False 31332.0 0 3864304 147982 None Elecl code127 6.2.1.Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete.12" Sweep (300mm) 7.2.1 No 3117.45 3117.45 8.0 False None None False None False 24939.6 0 3864305 147982 None Elecl code128 Fixing 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 13.7.1 No 128.1 128.1 40.0 False None None False None False 5124.0 0 3864306 147982 None Elecl code129 Supplying and Fixing........mm dia class A GI pipe bracket up to 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clamps, bolts, nuts and wiring using suitable capacity wires.Using 40mm dia G.I.Pipe 13.2.3 No 1551.9 1551.9 6.0 False None None False None False 9311.4 0 3864307 147982 None Elecl code130 6.5.1.Supplying wall mounting fan suitable to operate at singlephase 230v A.C. supply. No 2616.6 2616.6 15.0 False None None False None False 39249.0 0 3864308 147982 None Elecl code131 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing feetSfeet 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.13.10 No 179.55 179.55 6.0 False None None False None False 1077.3 0 3864309 147982 None Elecl code132 Fixing 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.13.13 No 742.35 742.35 3.0 False None None False None False 2227.05 0 3864310 147982 None Elecl code133 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and feetCfeet Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.5.18.1 6-32Amps SP No 435.75 435.75 40.0 False None None False None False 17430.0 0 3864311 147982 None Elecl code134 Do- 6-32 Amps DP. (5.18.2) No 775.95 775.95 25.0 False None None False None False 19398.75 0 3864312 147982 None Elecl code135 Do- 6-32 Amps TPN. (5.18.7) No 1802.85 1802.85 8.0 False None None False None False 14422.8 0 3864313 147982 None Elecl code136 Do- 50-63Amps TPN . (5.18.9) No 3242.4 3242.4 2.0 False None None False None False 6484.8 0 3864314 147982 None Elecl code137 11.2.1.Supplying & fixing retrofit type -PL- LED Lamp .......W LED linear source with CCT 6500 degree K, CRImore than 70percentage. efficacy more than80 lumen per watt, lifemore than 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 more than 0.95, power loss should Less than 5percentage of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20percentage, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. Each 654.15 654.15 5.0 False None None False None False 3270.75 0 3864315 147982 None Elecl code138 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Micro processor release and Earth Fault as per IS-13947. (Icu = Ics) 5.14.9 160Amps 25kA. No 14119.35 14119.35 6.0 False None None False None False 84716.1 0 3864316 147982 None Elecl code139 5.30.Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 20A single phase Class-1 Accuracy with Temper Proof Energy Meter. No 1496.25 1496.25 12.0 False None None False None False 17955.0 0 3864317 147982 None Elecl code140 Supplying, fixing and wiring 3 Phase Digital Ammeter /Voltmeter.5.29 No 590.1 590.1 1.0 False None None False None False 590.1 0 3864318 147982 None Elecl code141 Supplying, fixing and wiring 50/5Amps to 400/5 Amps 5VA burden current transformer. 0.5 accuracy. (5.34) No 540.75 540.75 3.0 False None None False None False 1622.25 0 3864319 147982 None Elecl code142 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v AC 50Hz 12/24v DC (5.38) No 541.8 541.8 3.0 False None None False None False 1625.4 0 3864320 147982 None Elecl code143 Fabricating supplying and mounting MS box made out … SWG suitable for floor / 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 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete.14SWG 5.42.1 (Unit Sqcm) Sqm 0.53 0.53 100000.0 False None None False None False 53000.0 0 3864321 147982 None Elecl code144 Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/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 Aluminium Strips 5.40.1 Rmtr 2588.25 2588.25 1.0 False None None False None False 2588.25 0 3864322 147982 None Elecl code145 Supplying and fixing angle iron frame work fabricated 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 5.41.1 Rmtr 320.25 320.25 12.0 False None None False None False 3843.0 0 3864323 147982 None Elecl code146 12.56.Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipmentfeets on the meter board using 40 mm dia2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia No 3685.5 3685.5 15.0 False None None False None False 55282.5 0 3864324 147982 None Elecl code147 12.58.2.Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required.25x3mm GI strip. Rmtr 86.1 86.1 30.0 False None None False None False 2583.0 0 3864325 147982 None Elecl code148 Gescom sr/11KV materials/134/18.01.LT Distribution Box for 100 kVA DTC with MCCBfeets (Sheet Metal) (Dwg No. BESCOM/GM/QS&S/58 Dtd 24.11.2018) Each 23820.3 23820.3 3.0 False None None False None False 71460.9 0 3864326 147982 None Elecl code149 Gescom sr/11KV materials/207/32.11. 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 50 Sqmm, 3.5 Core, (16 GI Strips - 4 x 0.8 mm) Km 187921.65 187921.65 0.36 False None None False None False 67651.794 0 3864327 147982 None Elecl code150 Gescom sr/11KV Labour/176/21.06. Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 35 to 95 Sqmm Km 32695.95 32695.95 0.1 False None None False None False 3269.595 0 3864328 147982 None Elecl code151 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes.6.17.1 No 3.15 3.15 180.0 False None None False None False 567.0 0 3864329 147982 None Elecl code152 Do- 2.5 sqmm. (6.17.2) No 4.2 4.2 220.0 False None None False None False 924.0 0 3864330 147982 None Elecl code153 Do- 4.0 sqmm. (6.17.3) No 4.2 4.2 60.0 False None None False None False 252.0 0 3864331 147982 None Elecl code154 Do- 6 sqmm. (6.17.4) No 7.35 7.35 24.0 False None None False None False 176.4 0 3864332 147982 None Elecl code155 Do- 10sqmm.(6.17.5) No 8.4 8.4 24.0 False None None False None False 201.6 0 3864333 147982 None Elecl code156 Do- 16 sqmm. (6.17.6) No 13.06 13.06 12.0 False None None False None False 156.72 0 3864334 147982 None Elecl code157 Do- 50 sqmm Long Barrel. (6.17.9) No 63.0 63.0 16.0 False None None False None False 1008.0 0 3864335 147982 None Elecl code158 VOL-5/10.1.4.Supplying 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. for.PVC pipes 63mm dia., 6 kg/sqcm & class 3 Mtr 169.05 169.05 100.0 False None None False None False 16905.0 0 3864336 147982 None Elecl code159 Supplying 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.5.33 Each 9780.75 9780.75 1.0 False None None False None False 9780.75 0 3864337 147982 None Elecl code160 VOl-6/KPTCL/P.No-158.Jelly Spreading (20-25 mm) . Supplying and providing jelly in the station yard of uniform thickness of 100 mm including the cost of materials, labour charges, required tools and plants etc., complete.Work shall be carried out as per the instructions of Engineerin-charge of works as per the standard procedure Cum 1861.65 1861.65 2.0 False None None False None False 3723.3 0 3864338 147982 None Elecl code161 Gescom sr/11KV materials/536/66.04.HDPE/PLB Pipe 50/42 mm Km 89264.7 89264.7 0.14 False None None False None False 12497.058 0 3864339 147982 None Elecl code162 PWD SR/Vol-5/13.11.5.Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 3 HP 3.00 HP - 90 LPM @ 66 m = 6 STG Outlet Dia - 2.00” Each 29518.65 29518.65 1.0 False None None False None False 29518.65 0 3864340 147982 None Elecl code163 PWD SR/Vol-5/12.28.Labour charges for Erection of new / repaired submersible pump set along with GI pipes (32mm / 50mm), cable (New submersible pump set if required will be supplied by the department free of cost and released pump set should be handed over to department) including transportation (Each length = 6 m) Job 196.35 196.35 15.0 False None None False None False 2945.25 0 3864341 147982 None Elecl code164 2.6.2.Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to13.8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 V as per IS-694.2010. Mtr 176.4 176.4 140.0 False None None False None False 24696.0 0 3864342 147982 None Elecl code165 5.1.Supplying push button operated direct online starter with an antiweld silver cadmium oxide contactor with replaceable fixed and moving contacts and bimetallic thermal overload relay help in anticorrosion treated sheet steel or iron clad enclosure and fixing the same to suitable capacity wires for 230/440 V 1/3 phase motor upto 5 HP. Each 2023.35 2023.35 1.0 False None None False None False 2023.35 0 3864343 147982 None Elecl code166 Gescom SR/SSM 11KV/88/12.04.Distribution Transformer - 3 Phase, 11kV/433V - Stacked CRGO Core with Oil as per IS-1180 (Part-1). 2014 No 191672.25 191672.25 1.0 False None None False None False 191672.25 0 3864344 147982 None Elecl code167 Gescom SR/11KV Labour/72/8.01. Erection of 25 to 63 kVA Transformer on Transformer Structure No 1252.65 1252.65 1.0 False None None False None False 1252.65 0 3864345 147982 None Elecl code168 Gescom SR/SSM 11KV/289/41.01. Load Break Switch with Panel No 76900.95 76900.95 5.0 False None None False None False 384504.75 0 3864346 147982 None Elecl code169 Gescom SR/SSM 11KV/1/1.01.RCC Pole - 9 Mtr Long, 145 Kg WL No 7429.8 7429.8 2.0 False None None False None False 14859.6 0 3864347 147982 None Elecl code170 Gescom SR/11KV Labour/30/2.02.Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth No 1168.65 1168.65 2.0 False None None False None False 2337.3 0 3864348 147982 None Elecl code171 Gescom SR/SSM 11KV/11/2.01.11 kV, Horizontal Cross Arm - Mild Steel (MS)(Dwg No. BESCOM/GM/QS&S/04 Dtd 24.11.2018) No 390.6 390.6 4.0 False None None False None False 1562.4 0 3864349 147982 None Elecl code172 Gescom SR/11KV Labour/51/5.03.Fixing of V-Shape/Horizontal cross arm including Single Top Support Brace and Insulator fixing No 269.85 269.85 4.0 False None None False None False 1079.4 0 3864350 147982 None Elecl code173 Gescom SR/SSM 11KV/47/6.01.11 kV Ceramic Pin Insulator (Shell only) No 87.15 87.15 12.0 False None None False None False 1045.8 0 3864351 147982 None Elecl code174 Gescom SR/SSM 11KV/55/6.09.DISC Insulator 45 kN Porcelain No 535.5 535.5 12.0 False None None False None False 6426.0 0 3864352 147982 None Elecl code175 Gescom SR/SSM 11KV/166/24.01.11 kV, 200 Amps Single Break GOS (Dwg No. BESCOM/GM/QS&S/23 Dtd 24.11.2018) No 9922.5 9922.5 1.0 False None None False None False 9922.5 0 3864353 147982 None Elecl code176 Gescom SR/11KV Labour/97/13.02.Fixing of GOS including wiring (11 kV Single Break 200 Amps) No 1159.2 1159.2 1.0 False None None False None False 1159.2 0 3864354 147982 None Elecl code177 Gescom SR/SSM 11KV/39/5.09, 5.11, 5.12, 5.13, 5.14, 5.16. Guy Clamp - MS (Dwg No. BESCOM/GM/QS&S/07 Dtd 24.11.2018)Turn Buckle (GI) (Dwg No. BESCOM/GM/QS&S/07 Dtd 24.11.2018)Anchor Rod using 12 mm rounds/Guy Rod - MS (Dwg No. BESCOM/GM/QS&S/07 Dtd 24.11.2018)MS Fish Plate Strain Clamp, 3 Bolt type for 70/90 kN Disc Insulator No 1785.0 1785.0 3.0 False None None False None False 5355.0 0 3864355 147982 None Elecl code178 Gescom SR/11KV Labour/58/5.10.Fixing of GUY Set with break insulator making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) No 279.3 279.3 3.0 False None None False None False 837.9 0 3864356 147982 None Elecl code179 Gescom SR/SSM 11KV/137/19.01. 9 kV, 5 kA Lightning Arrester Metal Oxide Ceramic type with GROUND DISCONNECTOR (Dwg No. BESCOM/GM/QS&S/26 Dtd 24.10.2007) Set 966.0 966.0 1.0 False None None False None False 966.0 0 3864357 147982 None Elecl code180 Gescom SR/11KV Labour/101/13.06.Fixing of 3 Nos Lightning Arrestor including wiring Set 124.95 124.95 1.0 False None None False None False 124.95 0 3864358 147982 None Elecl code181 Gescom SR/SSM 11KV/139/20.01.11 kV, HG Fuse Unit with Solid Core Insulator (Dwg No. BESCOM/GM/QS&S/21 Dtd 24.11.2018) Set 1122.45 1122.45 1.0 False None None False None False 1122.45 0 3864359 147982 None Elecl code182 Gescom SR/11KV Labour/96/13.01.Fixing DOLO Cutout/Horn Gap Fuse including fixing of cross arm and wiring Set 248.85 248.85 1.0 False None None False None False 248.85 0 3864360 147982 None Elecl code183 Gescom SR/SSM 11KV/59/7.02.Rabbit ACSR (6/3.35 mm Al + 1/3.35 mm St), Std Wt. 214 Kg/KM Km 48545.7 48545.7 1.0 False None None False None False 48545.7 0 3864361 147982 None Elecl code184 15.111.Supplying of four bucket stand alongwith buckets. Complete No 1942.5 1942.5 2.0 False None None False None False 3885.0 0 3864362 147982 None Elecl code185 15.117.Supplying and installation of RUBBER MAT 1mtr x 1mtr -1Omm thick.complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 1995.0 1995.0 2.0 False None None False None False 3990.0 0 3864363 147982 None Elecl code186 15.113.Supplying of Hand gloves. complete Pair 1023.75 1023.75 2.0 False None None False None False 2047.5 0 3864364 147982 None Elecl code187 15.114.Supplying of first aid box. complete No 630.0 630.0 2.0 False None None False None False 1260.0 0 3864365 147982 None Elecl code188 15.116.Supplying of FIRST AID CHART with lamination. Complete No 420.0 420.0 2.0 False None None False None False 840.0 0 3864366 147982 None Elecl code189 Ges SR/SSM 11KV/593/68.17.Caution/Danger Board No 157.5 157.5 6.0 False None None False None False 945.0 0 3864367 147982 None Elecl code190 21-22/Vol-4/Part-B/Lift Irrigation/4.41.Providing and fixing chain link fencing consisting of 3 m long 65 x 65 x 6 mm M.S angles with top 50 cm bent at 30 degree to vertical fixed at 2.5 m intervals in C.C 1 . 3 . 6 proportion using 20 mm down graded coarse aggregate for 70 cm depth, fixing 50 x 50 mm opening 8 gauge G.I chain link mesh upto 1.8 m height of poles using 8 gauge stretcher wire at top and bottom and 30 x 30 x 5 mm M.S angles with bolts /nuts / washers ( 4 bolts for each pole ), fixing 3 rows of 12 gauge ( 4 barbs at 7.5 cm c/c ) G.I barbed wire for top bent portion of poles, including cost of all materials, machinery, labour, excavation of pit, mixing and laying concrete, curing, drilling holes in angles, cleaning angles, painting angles and Chain links with 2 coats of synthetic enamel paint over a coat of primer etc., complete with all lead and lifts. Sqm 1444.8 1444.8 24.0 False None None False None False 34675.2 0 3864368 147982 None Elecl code191 5.20.2.Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board. No 4786.95 4786.95 1.0 False None None False None False 4786.95 0 3864369 147982 None Elecl code192 Do- 63 Amps 4 pole (5.20.3) No 5520.9 5520.9 1.0 False None None False None False 5520.9 0 3864370 147982 None Elecl code193 5.12.4.Supplying of on load change over switches 4 poles, AC-23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SM Enclosure Sheet Metal Execution) 200 A No 16011.45 16011.45 1.0 False None None False None False 16011.45 0 3864371 147982 None Elecl code194 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts,nuts etc., with provision for fixing suitable type capacity MCBfeets single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure.5.19.6 4Way SP &N No 1600.2 1600.2 20.0 False None None False None False 32004.0 0 3864372 147982 None Elecl code195 Do- 8way SP &N.(5.19.8) Double door. No 1946.7 1946.7 2.0 False None None False None False 3893.4 0 3864373 147982 None Elecl code196 Do- 12way SP &N. (5.19.9) Double door. No 2445.45 2445.45 2.0 False None None False None False 4890.9 0 3864374 147982 None Elecl code197 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Micro processor release and Earth Fault as per IS-13947. (Icu = Ics) 5.15.11 160Amps 25kA. No 14119.35 14119.35 2.0 False None None False None False 28238.7 0 3864375 147982 None Elecl code198 5.29.Supplying, fixing and wiring 3 Phase Digital Ammeter /Voltmeter. No 1496.25 1496.25 1.0 False None None False None False 1496.25 0 3864376 147982 None Elecl code199 Supplying, fixing and wiring 50/5Amps to 400/5 Amps 5VA burden current transformer. 0.5 accuracy. (5.34) No 590.1 590.1 6.0 False None None False None False 3540.6 0 3864377 147982 None Elecl code200 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v AC 50Hz 12/24v DC (5.38) No 540.75 540.75 6.0 False None None False None False 3244.5 0 3864378 147982 None Elecl code201 PWD SR/Vol-2/11.16.1.Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 142.8 142.8 340.0 False None None False None False 48552.0 0 3864379 147982 None Elecl code202 12.57.Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40mm dia 2.9mm thick 2.5 mtr long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts.12.57 No 4468.8 4468.8 4.0 False None None False None False 17875.2 0 3864380 147982 None Elecl code203 Gescom SR/SSM 11KV/61/8.02.8 SWG GI Wire (4.064 mm Dia), Std Wt. 131 Kg/KM Km 78792.0 78792.0 0.04 False None None False None False 3151.68 0 3864381 147982 None Elecl code204 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required.25x3mm GI strip 12.58.1 Mtr 86.1 86.1 20.0 False None None False None False 1722.0 0 3864382 147982 None Elecl code205 Gescom sr/SSM 11KV/207/32.11. 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 50 Sqmm, 3.5 Core, (16 GI Strips - 4 x 0.8 mm) Km 187921.65 187921.65 2.62 False None None False None False 492354.723 0 3864383 147982 None Elecl code206 Gescom sr/11KV Labour/176/21.06. Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 35 to 95 Sqmm Km 32695.95 32695.95 1.0 False None None False None False 32695.95 0 3864384 147982 None Elecl code207 Vol I/1.14.1.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 1 Cum 107.1 107.1 100.0 False None None False None False 10710.0 0 3864385 147982 None Elecl code208 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes.6.17.1 (2019-20 SR) No 3.15 3.15 60.0 False None None False None False 189.0 0 3864386 147982 None Elecl code209 Do- 2.5 sqmm. (6.17.2) No 4.2 4.2 80.0 False None None False None False 336.0 0 3864387 147982 None Elecl code210 Do- 4.0 sqmm. (6.17.3) No 7.35 7.35 24.0 False None None False None False 176.4 0 3864388 147982 None Elecl code211 Do- 6 sqmm. (6.17.4) No 7.35 7.35 24.0 False None None False None False 176.4 0 3864389 147982 None Elecl code212 Do- 10sqmm.(6.17.5) No 8.4 8.4 24.0 False None None False None False 201.6 0 3864390 147982 None Elecl code213 Do- 16 sqmm. (6.17.6) No 13.06 13.06 12.0 False None None False None False 156.72 0 3864391 147982 None Elecl code214 Do- 50 sqmm Long Barrel. (6.17.9) No 63.0 63.0 16.0 False None None False None False 1008.0 0 3864392 147982 None Elecl code215 Vol V/191/16.9.onstructing 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. No 5726.7 5726.7 6.0 False None None False None False 34360.2 0 3864393 147982 None Elecl code216 Vol V/10.1.8.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 110mm Mtr 431.55 431.55 200.0 False None None False None False 86310.0 0 3864394 147982 None Elecl code217 Vol II/09/5.4.(Size stone masonry) Construction of Platform with size stone, cement concrete for errection of Transformer/Metering Cubicle /Heavy equipment. Construction of platform [1.5m x 1.5m x 1.2m] in size srone , for errection of transformer /Heavy equipment including all materials , labour Excavation of [1.5mx1.5mx1m] pit for foundation providing and laying cement concrete 1.4.8 for foundation laid in 10cm thick layers, well compacted curing etc, complete providing and construction of stone masonary 0.9m below ground level and 1.2m above ground level neatly hammer dressed in cement morter 1.6 Providing and Laying cement concrete slab 1.5x1.5x.10mtr with cement concrete of 1.2.4 mix forming & cutting complete , providing pointing to stone masonary in cement morter 1.3 after rackng joint & nisely lining curing etc, plastering the concrete surfaces in cement morter 1.4 including smooth randering curing etc, curing at every stages completely. Cum 6708.45 6708.45 2.7 False None None False None False 18112.815 0 3864395 147982 None Elecl code218 Gescom SR/SSM 11KV/398/53.04.LT AC 3 Phase 4 Wire, 5-30 Amps DLMS Complaint Energy Meter, 1.0 Accuracy Class (Used for LT-2, LT-3 & LT-5 Installations up to 25HP/18KW) Each 2499.0 2499.0 6.0 False None None False None False 14994.0 0 3864396 147982 None Elecl code219 4.1.1.Fabricating, supplying and erecting Swaged tubular Pole of height ...m having three sections, and providing two coats of red oxide paint and finished with two coats of enamelled paint of approved quality and colour and M.S. base plate of suitable size welded at the bottom of the Pole(as per IS) and 40 mm dia GI/flexible PVC pipe of 1m length fitted to the heavy gauge polycarbonate control box including 5 Way connector of size 167 x 125 x 82 mm for 7.5M Pole/ 200 x 160 x 98 mm for remaining length of Pole with front opening cover, with locking arrangements and suitable capacity MCB/DP switch, The Pole shall be erected in cement concrete work (1.2.4) including excavation and refilling of planting depth of the Pole to the ground level and the coping CC shall be upto 0.6m above ground level as per IS2713-7.Erection of heavy duty Pole on Footpath/median 9m (5m Hb,165.1 mm dia 4.85 mm thick x 2m Hm, 139.7 mm dia 4.50 mm thick x 2m Ht,114.3 mm dia 3.65 mm thick) as per IS 410 SP 32 No 16275.0 16275.0 25.0 False None None False None False 406875.0 0 3864397 147982 None Elecl code220 12.8.4 Supply 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 70percentage, maximum light intensity should be between 60 degrees to 70 degrees. CCT more than 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire more than IK08. Power Factor more than0.9 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 Efficiencymore than130lm/w, nominal CRI more than75. 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 90 Watts No 9303.0 9303.0 25.0 False None None False None False 232575.0 0 3864398 147982 None Elecl code221 Gescom sr/SSM 11KV/198/32.02. 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 10 Sqmm, 2 Core, (9 GI Strips - 4 x 0.8 mm) Km 83193.6 83193.6 0.5 False None None False None False 41596.8 0 3864399 147982 None Elecl code222 Gescom sr/11KV Labour/175/21.05. Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 2.5 to 25 Sqmm Km 21930.3 21930.3 0.5 False None None False None False 10965.15 0 3864400 147982 None Elecl code223 Vol I/1.14.1.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 1 Cum 107.1 107.1 120.0 False None None False None False 12852.0 0 3864401 147982 None Elecl code224 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes.6.17.5 (2019-20 SR)10sqmm. No 8.4 8.4 80.0 False None None False None False 672.0 0 3864402 147982 None Elecl code225 Vol V/10.1.8.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 110mm Mtr 431.55 431.55 120.0 False None None False None False 51786.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1724751050000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1724751050000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1724751050000 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 1724751050000 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 1724751050000 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 1724751068000 0 None None ELIGIBILITY Should be a valid Class-I Civil Contractor registered in Karnataka CPWD/MES/KPWD.Upload Registration Certificate for the block period 2020-25. None 1724751118000 0 None None ELIGIBILITY Should have successfully completed at least one work of similar nature of building work, costing not less than Rs. 200.00 lakhs (Rs. Two hundred lakh) i.e., from 01/04/2019 onwards for any of the Govt./ Public Sector Corporate undertakings. Certificate of completion issued by an officer not below the rank of Executive Engineer, in case of Govt., / Public Sectors under takings. None 1724751306000 1 None None ELIGIBILITY Executed in any one financial year during last five years i.e 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 the minimum quantities of work. R.C.C M-20/M-25 Work 623.45 Cum, Mild/TMT Steel work 55.93 MT,Brick Masonry 99.67 Cum, Flooring work 680.00 Sqm, M.S Grill 783.00 Kg, M-30/M-40 RCC (Rigid Pavement concrete) 240.00 Cum, Structural Steel 3893.00 Kg, Precoated Galvanised iron profile Sheets 229.00 Sqm, Stone work (Machine cut edges) for wall lining (Veneer Work) 28.00 Sqm, Burried Expansion Joint 80.00 Rmt, Floating coat cement plaster120.00 Sqm.certificate issued from the competent authority not below the rank of Executive Engineer in case of Govt., / Public Sectors under takings None 1724751347000 0 None None ELIGIBILITY Should have achieved a Annual Financial Turnover of Rs. 800.00 Lakhs (Rs. Eight hundred lakh) pertaining to civil works for any of 2 (two) financial years from last preceding Five years i.e (2019-20, 2020-21, 2021-22, 2022-23 & 2023-24).Upload a copy of audited balance sheet and profit & loss accounts statement certified by a Chartered Accountant along with Income Tax Return Acknowledgement for respective Years. None 1724751392000 0 None None ELIGIBILITY To Qualify for award of this contract the Tenderer has to furnish Liquid assets statement or availability of credit facilities for an amount not less than Rs. 120.00 Lakhs (Rs. One hundred twenty Lakh)- letter of credit issued from any nationalized Bank / Schedule bank (excluding Co-operative banks ) in the prescribed format. Upload Scanned Copy of the Credit Lines / Letters of Credit / Certificates from any nationalized Bank / Schedule bank (excluding Co-operative banks), clearly specifying name of the work (as per the prescribed format) addressed to the Executive Engineer, KKRTC, C.E. Division, Kalaburagi. (Annexure-A) None 1724751409000 0 None None ELIGIBILITY To Qualify for award of this contract the assessed available Tender capacity of the tenderer should be more than the amount put to tender. Note: The bid capacity of the tenderer is calculated based on the formula as per KTTP Act. Assessed Available Tender Capacity equals to ( (A X N x 1.5) - B) Where A equals to Maximum value of Civil Engineering works, updated to 2022-23 price level, executed in any one year during the last five years.( Completed as well as works in progress ).B equals to Value at 2022-23 price level of existing commitments and ongoing works to be completed during the next two years. N equals to Number of years prescribed for completion of the work for which tender is invited. 1.5 equals to Multiplying factor for assessing the available tender capacity for works costing more than Rs.100.00 Lakhs.Contractor has to upload statement showing the maximum value of Civil Engineering Works executed in any one year, taking into account completed works as well as works in progress, during the last five years and statement of existing commitments and ongoing works as well as the stipulated period of completion remaining for each of the listed works. ( ie. During the years 2019-20, 2020-21, 2021-22 ,2022-23 & 2023-24) (Self Certificate as per the prescribed format , Annexure - B ) None 1724751424000 0 None None ELIGIBILITY Performance security for unbalance Rates. Within 20 Days of receipt of letter of acceptance, the successful bidder shall deliver to employer an amount equal to difference of sanctioned and approved bid amount in the form of D.D/ Banker cheque / Bank Guaranty in favour of Executive Engineer KKRTC CE Div Kalaburagi. The same will be refunded after completion of work. (Attach self declaration certificate) None 1724751434000 0 None None ELIGIBILITY Estimated Rates inclusive of all applicable taxes Except GST. None 1724751443000 0 None None ELIGIBILITY GST Shall be paid to the Tendered amount separately None 1724751458000 0 None None ELIGIBILITY Remaining all terms and conditions as per tender Notification. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None None None None None None Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) None None None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None Should be a valid Class-I Civil Contractor registered in Karnataka CPWD/MES/KPWD. Others Registration Certificate createdTs version createdDate modifiedDate documentName None None None None Others -- Upload Registration Certificate for the block period 2020-25. None None None None Should have successfully completed at least one work of similar nature of building work, costing not less than Rs. 200.00 lakhs (Rs. Two hundred lakh) i.e., from 01/04/2019 onwards for any of the Govt./ Public Sector Corporate undertakings. Others Workdone Certificate createdTs version createdDate modifiedDate documentName None None None None Others -- Certificate of completion issued by an officer not below the rank of Executive Engineer, in case of Govt., / Public Sectors under takings None None None None Should have achieved a Annual Financial Turnover of Rs. 800.00 Lakhs (Rs. Eight hundred lakh) pertaining to civil works for any of 2 (two) financial years from last preceding Five years i.e (2019-20, 2020-21, 2021-22, 2022-23 & 2023-24).Upload a copy of audited balance sheet and profit & loss accounts statement certified by a Chartered Accountant along with Income Tax Return Acknowledgement for respective Years. Others Annual Financial Turnover createdTs version createdDate modifiedDate documentName None None None None Others -- Documents should be attach as per tender Notification (Tender Notification is attached) None None None None To Qualify for award of this contract the Tenderer has to furnish Liquid assets statement or availability of credit facilities for an amount not less than Rs. 120.00 Lakhs (Rs. One hundred twenty Lakh)- letter of credit issued from any nationalized Bank / Schedule bank (excluding Co-operative banks ) in the prescribed format. Upload Scanned Copy of the Credit Lines / Letters of Credit / Certificates from any nationalized Bank / Schedule bank (excluding Co-operative banks), clearly specifying name of the work (as per the prescribed format) addressed to the Executive Engineer, KKRTC, C.E. Division, Kalaburagi. (Annexure-A) Others Liquid assets createdTs version createdDate modifiedDate documentName None None None None Others -- Documents should be attach as per tender Notification (Tender Notification is attached) None None None None To Qualify for award of this contract the assessed available Tender capacity of the tenderer should be more than the amount put to tender. Note: The bid capacity of the tenderer is calculated based on the formula as per KTTP Act. Assessed Available Tender Capacity equals to ( (A X N x 1.5) - B) Where A equals to Maximum value of Civil Engineering works, updated to 2022-23 price level, executed in any one year during the last five years.( Completed as well as works in progress ).B equals to Value at 2022-23 price level of existing commitments and ongoing works to be completed during the next two years. N equals to Number of years prescribed for completion of the work for which tender is invited. 1.5 equals to Multiplying factor for assessing the available tender capacity for works costing more than Rs.100.00 Lakhs.Contractor has to upload statement showing the maximum value of Civil Engineering Works executed in any one year, taking into account completed works as well as works in progress, during the last five years and statement of existing commitments and ongoing works as well as the stipulated period of completion remaining for each of the listed works. ( ie. During the years 2019-20, 2020-21, 2021-22 ,2022-23 & 2023-24) (Self Certificate as per the prescribed format , Annexure - B ) Others Tender capacity createdTs version createdDate modifiedDate documentName None None None None Others -- Documents should be attach as per tender Notification (Tender Notification is attached) None None None None Within 20 Days of receipt of letter of acceptance, the successful bidder shall deliver to employer an amount equal to difference of sanctioned and approved bid amount in the form of D.D/ Banker cheque / Bank Guaranty in favour of Executive Engineer KKRTC CE Div Kalaburagi. The same will be refunded after completion of work. (Attach self declaration certificate) Others Performance security for unbalance Rates createdTs version createdDate modifiedDate documentName None None None None Others -- Performance security for unbalance Rates None None None None Executed in any one financial year during last five years i.e 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 the minimum quantities of work. R.C.C M-20/M-25 Work 623.45 Cum, Mild/TMT Steel work 55.93 MT,Brick Masonry 99.67 Cum, Flooring work 680.00 Sqm, M.S Grill 783.00 Kg, M-30/M-40 RCC (Rigid Pavement concrete) 240.00 Cum, Structural Steel 3893.00 Kg, Precoated Galvanised iron profile Sheets 229.00 Sqm, Stone work (Machine cut edges) for wall lining (Veneer Work) 28.00 Sqm, Burried Expansion Joint 80.00 Rmt, Floating coat cement plaster120.00 Sqm Others Workdone Certificate createdTs version createdDate modifiedDate documentName None None None None Others -- Documents should be attach as per tender Notification (Tender Notification is attached)
tenderCriterionDocumentList	documentName optional documentTypeText Documents should be attach as per tender Notification Tender Notification is attached 2. Eligibility Criteria True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1724831061000 version 0 createdDate None modifiedDate None blockNumber KKRTC CE DIVISION KALABURAGI street None city Kalaburagi state Karnataka pin 585102
tenderRecallDTO	None